West Sacramento City Council
March 15, 2023

CITY OF WEST SACRAMENTO CITY COUNCIL AND

WEST SACRAMENTO REDEVELOPMENT AGENCY AND

WEST SACRAMENTO FINANCING AUTHORITY
City Council Regular Meeting
MARCH 15, 2023 AGENDA
Martha Guerrero, Mayor
Quirina Orozco, Mayor Pro Tem
Norma Alcala, Council Member
Dawnté Early, Council Member
Verna Sulpizio Hull, Council Member
Aaron Laurel, City Manager
Jeffrey Mitchell, City Attorney
6:00 PM Closed Session Call to Order
7:00 PM Regular Meeting Call to Order
Pledge of Allegiance
Land Acknowledgment
The meeting will be held at City Hall, City Council Chambers, 1110 West Capitol Avenue, West Sacramento
GENERAL ADMINISTRATION FUNCTION – PART I

1. PRESENTATIONS BY THE PUBLIC ON MATTERS NOT ON THE AGENDA WITHIN THE

JURISDICTION OF THE COUNCIL
The Council is prohibited from discussing issues not on the agenda brought to them at this time.

According to State Law (the Brown Act), items must first be noticed on the agenda before any discussion or action.

PRESENTATIONS

2. City Manager's Office
CONSIDERATION OF A COUNCIL PROCLAMATION RECOGNIZING MARCH 2023 AS

AMERICAN RED CROSS MONTH
Objective: The objective of this report is to formally support the American Red Cross and its local chapter for responding to emergencies and providing comfort to members of the West Sacramento community in need.

Recommendation: Staff respectfully recommends that the City Council adopt a proclamation recognizing March 2023 as American Red Cross Month.

3. City Manager's Office
City Council proclamation recognizing March 31, 2023 as Cesar Chavez Day Anyone wishing to address the Council, or any agenda item, may fill out the Request to Speak card and present it to the City Clerk prior to the completion of staff presentation. Items on the Consent Agenda will be considered in one motion and the Request to Speak card should be turned in prior to the first item on Consent.
1 Objective: The purpose of this report and proclamation is to celebrate and honor the life and work of Cesar Chavez.

Recommendation: Staff respectfully recommends that the City Council adopt the proclamation declaring March 31 as Cesar Chavez Day.

CONSENT AGENDA

4. Capital Projects
CONSIDERATION OF FIRST READING OF ORDINANCE 23-5 AMENDING TITLE 10 (VEHICLES AND TRAFFIC) OF THE MUNICIPAL CODE RELATING TO THE REESTABLISHMENT OF SPEED LIMITS ON CERTAIN STREETS WITHIN THE CITY OF WEST SACRAMENTO (CIP 12019)
Objective: The objective of this report is to provide the City Council with sufficient information to consider the approval of proposed amendments to Title 10 of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento.

Recommendation: Staff respectfully recommends that the City Council (1) Waive the first reading and read by title and number only, Ordinance 23-5, amending Title 10 (Vehicles and Traffic) of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento; and (2) Inform the public that the second reading and adoption of Ordinance 23-5 is scheduled for April 5, 2023.

5. Capital Projects
CONSIDERATION OF APPROVAL OF AMENDMENT No. 9 TO THE PROFESSIONAL

SERVICES CONTRACT WITH BENNETT ENGINEERING SERVICES FOR THE NORTH RIVERWALK TRAIL EXTENSION PROJECT (CIP 62111)
Objective: The objective of this report is to provide the City Council with sufficient information for approval of Amendment No. 9 to the professional services contract with Bennett Engineering Services for the North Riverwalk Trail Extension Project (CIP 62111).

Recommendation: Staff respectfully recommends that the City Council approve and authorize the City Manager, or his designee, to execute Amendment No. 9 for the professional services contract with Bennett Engineering Services.

6. Community Development
CONSIDERATION OF SECOND READING AND ADOPTION OF ORDINANCE 23-6 AMENDING CHAPTERS 15.12 AND 15.14 OF THE CITY OF WEST SACRAMENTO MUNICIPAL CODE RELATING TO THE 2022 CALIFORNIA BUILDING STANDARDS CODE WITH LOCAL

AMENDMENTS
Objective: The objective of this report is for City Council to conduct the second reading and adoption of Ordinance 23-6 which would amend Chapters 15.12 and 15.14 of the City of West Sacramento Municipal Code, related to the 2022 California Building Standards and local amendments. These amendments clarify the adoption of appendices and will obtain final acceptance by the California Building Standards Commission.

Recommendation: Staff respectfully recommends that the City Council: (1) Find that the amendments to the 2022 Building and Fire Codes with local amendments is exempt from review under the California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines 15061(b)(3) and 15308; and (2) Waive the second reading and adopt, Ordinance 23-6 amending Chapters 2 15.12 and 15.14 of the City of West Sacramento Municipal Code relating to the 2022 California Building Standards Code with local amendments.

7. Community Development
CONSIDERATION OF SECOND READING AND ADOPTION OF ORDINANCE 23-1 REGARDING PROPOSED AMENDMENTS TO TITLES 5 AND 17 OF THE WEST

SACRAMENTO MUNICIPAL CODE FOR RETAIL CANNABIS SALES AND MICROBUSINESSES Objective: The purpose of this report is to facilitate second reading and adoption of Ordinance 23- 1 pertaining to Municipal Code amendments to permit and license retail cannabis sales (storefront and non-storefront/delivery only) and microbusinesses.

Recommendation: Staff respectfully recommends that the City Council: (1) Find that the proposed amendments to the Titles 5 and 17 of the West Sacramento Municipal Code for retail cannabis sales and microbusinesses are exempt from further environmental review pursuant to Business and Professions Code Section 26055(H) and the “common sense” California Environmental Quality Act (CEQA) exemption set forth in CEQA Guidelines Section 15061(b)(3), and find that the exemptions reflect the independent judgment of the City as lead agency under CEQA; (2) Waive second reading and read by title and number only Ordinance 23-1 Amending, Repealing and Re-Enacting Municipal Code Chapter 5.28 (Cannabis Retail) and Amending Title 17 (Zoning) Pertaining to Retail Cannabis Sales and Microbusinesses; and (3) Direct staff that no applications for retail cannabis licenses may be accepted until the Council has approved for implementation the Equity Pilot Program described in Section 5.28.040(a) of Ordinance 23-1.

8. Economic Development & Housing
CONSIDERATION OF RESOLUTION 23-21 ESTABLISHING A BUDGET APPROPRIATION OF $74,144 FROM MEASURE E FUNDS FOR HOMEKEY PROGRAM MAINTENANCE

EQUIPMENT AND SUPPLIES
Objective: The purpose of this report is to provide sufficient information for the Council to adopt Resolution 23-21 establishing a budget appropriation from Measure E funds for Homekey Program maintenance equipment and supplies.

Recommendation: Staff respectfully recommends that the City Council adopt Resolution 23-21 establishing a budget appropriation funded by Measure E revenue for Homekey Program maintenance equipment and supplies.

9. Parks & Recreation
CONSIDERATION OF RESOLUTION 23-11 AND AWARD OF CONTRACT TO MELTON DESIGN GROUP FOR THE HERITAGE OAKS PARK MASTER PLAN DESIGN PROJECT (CIP62143) Objective: The objective of this report is to provide sufficient information to City Council for consideration of a contract award to Melton Design Group for the Heritage Oaks Park Master Plan Design Project, as well as additional funding to pay for design costs.

Recommendation: Staff respectfully recommends that the City Council: (1) Adopt Resolution 23- 11 which amends the Fiscal Year 2022/2023 CIP to appropriate additional funding needed to complete the Heritage Oaks Park Master Plan Design Project; (2) Award a Professional Services Contract to Melton Design Group in an amount not to exceed $489,000 for the Heritage Oaks Park Master Plan Design Project (CIP-62143); (3) Authorize the City Manager, or his designee, to execute a contract with Melton Design Group in the amount of $489,000; (4) Authorize the City Manager, to execute non-substantive changes or modifications to the contract with Melton Design Group with approval from the City Attorney; and (5) Authorize the City Manager or his designee to execute contract amendments up to 15% ($73,350) of the value of the contract. 3 10. City Manager's Office
CONSIDERATION OF AN UPDATE ON STATE GOVERNMENT AFFAIRS, RESOLUTION 23-22 OPPOSING INITIATIVE #21-0042A1 "THE TAXPAYER PROTECTION AND GOVERNMENT ACCOUNTABILITY ACT", AND APPROVAL OF A SUPPORT POSITION ON SENATE BILL 586 (EGGMAN) RELATING TO FLOOD CONTROL
Objective: The objective of this item is to provide the Council with an update on state government affairs as well as sufficient information to adopt Resolution 23-22 opposing Initiative #21-0042, otherwise known as the Taxpayer Protection and Government Accountability Act, and to approve a support position on Senate Bill 586 (Eggman) relating to flood control.

Recommendation: Staff respectfully recommends that the City Council: (1) Accept staff's report on state government relations; (2) Adopt Resolution 23-22 to oppose Initiative #21-0042, otherwise known as “The Taxpayer Protection and Government Accountability Act”; and (3) Approve a support position on Senate Bill 586 (Eggman) relating to flood control, authorize the Mayor to sign and transmit the attached letter of support, and authorize the City Manager, or his designee, to take all actions necessary to support the legislation.

11. City Manager's Office
CONSIDERATION OF RESOLUTION 23-25 OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO ESTABLISHING A BUDGET APPROPRIATION OF UP TO $3,350,001, INCLUDING $1,550,000 FROM THE MEASURE E FUND AND $1,800,001 FROM ONE-TIME

GENERAL FUNDS FOR REAL PROPERTY ACQUISITION AND RELATED COSTS TO

PROVIDE INTERIM HOUSING FOR INDIVIDUALS EXPERIENCING OR AT-RISK OF EXPERIENCING HOMELESSNESS; AND DELEGATING AUTHORITY TO THE CITY MANAGER

TO PREPARE AND EXECUTE A PURCHASE AND SALE AGREEMENT FOR THE ACQUISITION OF THE FLAMINGO MOTEL AT 920 WEST CAPITOL AVENUE Objective: The purpose of this report is to provide sufficient information for the Council to make certain CEQA findings, to adopt Resolution 23-25 establishing a budget appropriation for real property acquisition and related costs to provide interim housing for individuals experiencing or atrisk of experiencing homelessness, and to delegate authority to the City Manager to prepare and execute a Purchase and Sale Agreement for the acquisition of the Flamingo Motel at 920 West Capitol Avenue.

Recommendation: Staff respectfully recommends that the City Council: (1) Find that the acquisition of the Flamingo Motel is exempt from further environmental review pursuant to a Class 1 Categorical Exemption (Existing Facilities) Categorical Exemption (California Code of Regulations, Title 14, Division 6, Chapter 3, Section 15301) and a Class 32 Categorical Exemption (California Code of Regulations, Title 14, Division 6, Chapter 3, Section 15332) under the California Environmental Quality Act (CEQA) and find that the Exemption reflects the independent judgement of the City as lead agency under CEQA; (2) Adopt Resolution 23-25 establishing a budget appropriation of up to $3,350,001, including $1,550,000 from the Measure E fund and $1,800,001 from one-time General Funds for real property acquisition, minor repairs, and related costs to provide interim housing for individuals experiencing or at-risk of experiencing homelessness; and (3) Delegate authority to the City Manager to prepare and execute a Purchase and Sale Agreement, based on the terms summarized in this report and subject to the City Attorney’s approval, to purchase the Flamingo Motel for $3,100,001.

PUBLIC HEARINGS
NONE
4 REGULAR AGENDA

12. Community Development
CONSIDERATION OF RESOLUTION 23-29 APPROVING THE ENVIRONMENTAL

DOCUMENTATION AND ENGINEERING DESIGN PLANS FOR I STREET BRIDGE

REPLACEMENT AND I STREET BRIDGE DECK CONVERSION FOR ACTIVE

TRANSPORTATION PROJECTS
Objective: The purpose of this report is to provide background information necessary for City Council to consider and approve the environmental documentation and engineering design to advance both the I Street Bridge Replacement Project and I Street Bridge Deck Conversion for Active Transportation Project.

Recommendation: Staff respectfully recommends that the City Council adopt Resolution 23-29 (1) Approving the CEQA Environmental Documentation and Findings and approving Engineering Design Plans for the I Street Bridge Replacement Project (Replacement Project); (2) Approving the CEQA Environmental Documentation and Findings and approving Engineering Design Plan for the I Street Bridge Deck Conversion for Active Transportation Project (Deck Conversion Project); and (3) Delegating authority to the City Manager to undertake certain actions to commence and complete all real property transactions in preparation for and in advance of construction of the Replacement Project and Deck Conversion Project.

GENERAL ADMINISTRATION FUNCTION – PART II

13. COUNCIL COMMUNICATIONS / ASSIGNMENTS
Bikeshare Policy Steering Committee --------------------------------------------Guerrero, Alternate - Early City/County 2x2 ----------------------------------------------------Guerrero/Orozco, Alternate – Sulpizio Hull City/School 2x2 ------------------------------------------------------Guerrero/Sulpizio Hull, Alternate - Alcala Executive Commission to Address Homelessness --------------------Sulpizio Hull, Alternate - Orozco EIFD Public Financing Authority----------------------------------------------------Vacant, Alternate - Vacant League of California Cities --------------------------------------------------- Alcala, Alternate – Sulpizio Hull Local Agency Formation Commission ---------------------------------------------------------------------- Alcala Port District Commission ---------------------------------------------------------Guerrero, Early, Sulpizio Hull Remote Access Network ------------------------------------------------------------------------------------Guerrero River City Regional Stadium Financing Authority------------------------------------------Guerrero, Orozco Sacramento Area Council of Governments (SACOG) ------------------------Guerrero; Alternate - Early Sacramento Regional County Sanitation District Board --------------Orozco; Alternate - Sulpizio Hull Water Resources Association --------------------------------------------------Sulpizio Hull; Alternate - Early West Sacramento Area Flood Control Agency JPA ----------------------------Alcala; Alternate - Orozco Yolo County Housing Authority-------------------------------------------------Early, Alternate - Sulpizio Hull Yolo County Transportation District -------------------------------------------Early, Alternate - Sulpizio Hull Yolo Habitat Conservancy ------------------------------------------------------------------------------Sulpizio Hull Yolo-Solano Air Quality Management District ----------------------------Alcala; Alternate – Sulpizio Hull Yolo Subbasin Sustainable Groundwater Agency------------------------------------------------Sulpizio Hull

COUNCIL INTERMEDIARY REPRESENTATIVES
Delta Protection Commission -------------------------------------------------------Vacant; Alternate - Vacant New Hope Community Development Corporation---------------------------------Early; Alternate - Alcala Yolo County Consolidated Redevelopment Successor Agency Oversight Board ---------------Vacant

14. COUNCIL APPOINTMENTS, REAPPOINTMENTS, REMOVALS TO/FROM CITY AND NONCITY BOARDS AND COMMISSIONS

15. PART II
5 A. Council Calendar
B. City Manager Report
C. City Attorney Report
D. Staff Direction from City Council Members
E. Future Agenda Item Requests by Council
F. Adjourn
I, Jennifer Cusmir, City Clerk, declare under penalty of perjury that the foregoing agenda for the March 15, 2023 regular and closed session meetings of the West Sacramento City Council, Redevelopment Successor Agency and Financing Authority was posted March 10, 2023 at the rear entrance at City Hall, 1110 West Capitol Avenue, West Sacramento, CA and was available for public review.

NOTE: If you challenge the nature of a proposed action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City Council at, or prior to, the public hearing.

The agenda and agenda reports are also available on the City’s website at www.cityofwestsacramento.org City Council meetings are broadcast live on Wave Cable Channel 20 and rerun the next day at 12:00 PM and the following Saturday at 6:00 PM.

All public materials related to an item on this agenda submitted to the City Council after distribution of the agenda packet are also made available for public inspection on the City’s website at:
www.cityofwestsacramento.org. Any document provided at the meeting by staff or by the public will be provided by the City Clerk upon request by phone at (916) 617-4500, or by email at: [email protected].

If you need assistance to participate in this meeting, please contact the City Clerk’s Office at 916-617- 4500 or [email protected]. Notify the City Clerk’s Office at least 48 hours prior to the meeting will assist staff in assuring reasonable arrangements can be made to provide accessibility to the meeting. Assisted listening devices are available at this meeting. 6 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 15, 2023 ITEM # 2
SUBJECT:

CONSIDERATION OF A COUNCIL PROCLAMATION RECOGNIZING MARCH 2023 AS

AMERICAN RED CROSS MONTH
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[X] Council [ ] Staff
[ ] Other
Paul Hosley, Public Information Officer
City Manager’s Office
ATTACHMENT [ ] Yes [ ] No [ ] Information [ ] Direction [ ] Action

OBJECTIVE
The objective of this report is to formally support the American Red Cross and its local chapter for responding to emergencies and providing comfort to members of the West Sacramento community in need.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt a proclamation recognizing March 2023 as American Red Cross Month.

BACKGROUND
In times of crisis, people in West Sacramento come together to care for one another. This humanitarian spirit is part of the foundation of our community and is exemplified by American Red Cross volunteers and donors.

In 1881, Clara Barton founded the American Red Cross, turning her steadfast dedication for helping others into a bold mission of preventing and alleviating people’s suffering. Today, more than 140 years later, we honor the kindness and generosity of Red Cross volunteers here in West Sacramento and Yolo County who continue to carry out Clara’s lifesaving legacy. They join the millions of people across the United States who volunteer, give blood, donate financially or learn vital life-preserving skills through the Red Cross.

In West Sacramento, our local chapter of the American Red Cross has filled a critical need, hosting blood drives, providing emergency shelter for local families displaced by house fires and other emergencies, and training volunteers for emergency response.

ANALYSIS
The local Red Cross has made a difference during the COVID-19 pandemic and always helps out during other emergencies in the West Sacramento community. Red Cross is there to shelter those displaced by fire, helps organize blood drives, and provides volunteers for COVID testing and vaccination clinics. The Red Cross deserves recognition for its lifesaving work in preparing for and responding to emergencies and providing comfort to our residents.

Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
N/A
Alternatives
N/A
Coordination and Review
N/A
7 American Red Cross Proclamation
March 15, 2023

Budget/Cost Impact
N/A

ATTACHMENT(S)
Proclamation
8 PROCLAMATION OF THE WEST SACRAMENTO CITY COUNCIL
DESIGNATING MARCH 2023 AS AMERICAN RED CROSS MONTH
WHEREAS, since the early 1900s, the American Red Cross has provided aid to families in need in our community and played a critical role in helping prevent, prepare for, and respond to emergencies; and
WHEREAS, the American Red Cross has worked tirelessly to fulfill their mission of preventing and alleviating suffering, especially during the challenges of the COVID-19 pandemic; and
WHEREAS, in California, the American Red Cross played a significant role this past year, as we not only endured the pandemic, but also wildfires and floods. Families have relied on local Red Cross volunteers for comfort and hope while coping with recent natural disasters; and
WHEREAS, in the past year, the local chapter of the American Red Cross has provided assistance to 64 fire victims in West Sacramento, Woodland, Davis, and Winters whose homes were destroyed or heavily damaged by flames and smoke; and WHEREAS, Red Cross Yolo health services volunteers are involved in all aspects of blood drives for patients with leukemia, cancer, or sickle cell disease awaiting or recovering from surgery; and
WHEREAS, the Red Cross is working with the West Sacramento Fire Department and Yolo's Fire Safe Council on disaster preparedness projects which include free, hands only CPR training; and
WHEREAS, local volunteers have also supported families in other ways, by distributing and installing hundreds of smoke detectors at residences in West Sacramento mobile home parks; and
WHEREAS, this lifesaving work is vital to strengthening our community.

NOW, THEREFORE, BE IT HEREBY PROCLAIMED by the West Sacramento City Council that March 2023 be designated as American Red Cross Month in the City of West Sacramento and that our residents be encouraged to reach out and support its humanitarian mission.

PROCLAIMED THIS 15th day of March 2023
ATTEST:

Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
9 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 15, 2023 ITEM # 3
SUBJECT:

CITY COUNCIL PROCLAMATION DECLARING MARCH 31, 2023 AS

CESAR CHAVEZ DAY
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ X ] Council [ ] Staff
[ ] Other
Meaghan Stiles, Program Manager
City Manager’s Office
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action

OBJECTIVE
The purpose of this report and proclamation is to celebrate and honor the life and work of Cesar Chavez.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council adopt the proclamation declaring March 31 as Cesar Chavez Day.

BACKGROUND
Born near Yuma, Arizona in 1927, Cesar Chavez and his family moved to California after losing their home during the Great Depression. Working in the fields from a young age, Chavez faced dismal working conditions, racism, abuse, and exploitation. He felt moved to confront these injustices, and began working as an organizer in the farmworker community, advocating for improvements in their working and living conditions. Chavez founded the United Farm Workers (UFW) together with Dolores Huerta in 1962. Chavez wanted Americans to recognize that the produce on their dinner tables was picked by human hands, and those hands were often of people who were denied the most basic human rights. Bringing their cause to the national stage, Chavez led a historic march of farmworkers from Delano to Sacramento in 1966 and helped launch a successful boycott of grapes that gained support across the country and beyond. Chavez's tireless efforts were instrumental in the passage of the 1975 California Agricultural Labor Relations Act, which made our state the first in U.S. history to give farmworkers the right to join a union and engage in collective bargaining.

ANALYSIS
Adoption of this proclamation will further signify the City's commitment to creating the best possible future for all people. It is important for West Sacramentans to recognize the incredible legacy Cesar Chavez left behind, of selflessness and determination to stand for what you believe in, and to carry on his timeless legacy by lifting up our neighbors, speaking out against injustice, and working together to extend the dream of equity and prosperity to all.

Environmental Considerations
N/A
Commission Recommendation
N/A
Strategic Plan Integration
Adoption of this proclamation celebrates the contributions that all members of the West Sacramento community have made throughout history and underscores the City’s commitment to supporting children and families so they may learn, grow, and thrive.

Alternatives
N/A
Coordination and Review
N/A
Budget/Cost Impact
N/A

ATTACHMENT
Proclamation
10 CITY COUNCIL PROCLAMATION RECOGNIZING MARCH 31, 2023

AS CESAR CHAVEZ DAY
WHEREAS, Cesar Estrada Chavez was born, March 31, 1927, on a small family ranch near Yuma, Arizona. After serving our nation in WWII, Cesar Chavez returned to farm labor in California and began advocating for farm workers’ rights. On April 23, 1993, Cesar Chavez passed away, leaving behind an enduring legacy of service and leadership; and WHEREAS, Cesar Chavez founded the National Farm Workers Association, which ultimately became the United Farm Workers of America (UFW), AFL-CIO, the first successful farm workers’ union in United States history. Under Chavez’s tireless leadership, the UFW was the first to win collective bargaining rights for farm workers; and WHEREAS, the UFW’s collective bargaining agreements significantly improved the quality of life for farm workers throughout the United States; and WHEREAS, in 1994, Cesar Chavez was posthumously awarded the Presidential Medal of Freedom, the highest civilian honor in the United States; and WHEREAS, Cesar Chavez’ influence has made a lasting impact on farm labor issues and inspired millions of Latinos to achieve educational and political success; and WHEREAS, Cesar Chavez empowered thousands to stand together for their rights and led our nation toward a more equitable and just society. His visionary leadership inspired a powerful movement that is continuing today, rallying people from all walks of life to champion the dignity of work; and
WHEREAS, on Cesar Chavez’ birthday, March 31, individuals and organizations throughout this nation will celebrate his life and work by participating in community service projects.

NOW, THEREFORE, BE IT PROCLAIMED, that the City Council of the city of West Sacramento hereby recognize the thirty-first day of March as “Cesar Chavez Day” to reflect on and honor the life of this distinguished leader, promote the principles of non-violence, and service to community. We celebrate the hard-won strides for social justice and reflect on the work that lies ahead to build a brighter future for all our communities.

PROCLAIMED this 15th day of March, 2023.

ATTEST:

Martha Guerrero, Mayor Jennifer Cusmir, City Clerk
11 CITY COUNCIL AGENDA REPORT
MEETING DATE: March 15, 2023 ITEM # 4
SUBJECT:

CONSIDERATION OF FIRST READING OF ORDINANCE 23-5 AMENDING TITLE 10 (VEHICLES AND TRAFFIC) OF THE MUNICIPAL CODE RELATING TO THE REESTABLISHMENT OF SPEED LIMITS ON CERTAIN STREETS WITHIN THE CITY OF WEST SACRAMENTO (CIP 12019)
INITIATED OR REQUESTED BY: REPORT PREPARED BY:
[ ] Council [X] Staff
[ ] Other
Joanna Ortiz, Assistant Engineer
Christian Asuncion, Associate Civil Engineer
Capital Projects Department
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action

OBJECTIVE
The objective of this report is to provide the City Council with sufficient information to consider the approval of proposed amendments to Title 10 of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento.

RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Waive the first reading and read by title and number only, Ordinance 23-5, amending Title 10 (Vehicles and Traffic) of the Municipal Code relating to the reestablishment of speed limits on certain streets within the City of West Sacramento; and
2) Inform the public that the second reading and adoption of Ordinance 23-5 is scheduled for April 5, 2023.

BACKGROUND
The City of West Sacramento is dedicated to providing a safe environment for motorists, bicyclists, and pedestrians. Setting speed limits requires a rational procedure to maintain the confidence of the public and legal systems. Determining speed limits relies on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of drivers. According to the California Vehicle Code (CVC) Section 22358, posted speed limits along collector and arterial roadways must be established and justified by an Engineering and Traffic Survey. These posted speed limits must also be updated every seven (7) years and can be extended to ten (10) years when a registered Civil or Traffic Engineer determines that no significant changes in roadway or traffic conditions have occurred.

The last update to the Citywide speed limit surveys was conducted in 2013. On August 3, 2020, City staff solicited proposals for professional services with a Request for Proposal (RFP) posted to the City website. The City received proposals from the following three firms, listed in alphabetical order:
 Kimley Horn
 Mott MacDonald
 TJKM
A three (3) person panel ranked and evaluated the proposals. The panel concluded that Mott MacDonald was the most qualified consultant to complete this assignment and to do so in a timely manner. The City Council approved the contract with Mott MacDonald on November 18, 2020.

Upon approval of the Mott MacDonald contract, City staff, in coordination with the Police Department, prioritized approximately 15 segments throughout the City to update. The radar speed surveys for these prioritized segments were conducted by National Data & Surveying (NDS) from February-April 2021.

Since speed limits are codified in the City Municipal Code, even though there were no speed limit changes proposed, an ordinance was required to reestablish the speed limits with the correct date of the reestablishment in code. Ordinance 21-09 was approved by City Council on June 16, 2021.

Following approval of Ordinance 21-09, City staff prioritized a second set of segments to evaluate throughout the City. The radar speed surveys for these segments were conducted by National Data & Surveying (NDS) from June-July 2021. 12
Citywide Speed Limit Survey Project
March 15, 2023

Ordinance 22-15 was approved by City Council on March 2, 2022 for the second set of segments.

ANALYSIS
Following approval of Ordinance 22-15, City staff prioritized a third set of segments to evaluate throughout the City.

The third set of segments along with the recommended changes are listed in the table below:

Road Segment Name
Current
Posted
Speed Limit
(mph)
Recommended
Speed Limit
(mph)
Speed
Limit
Change?
1 Anna Street between Bryte Avenue and Kegle Drive 25 25 No 2 Boatman Avenue between Industrial Boulevard and
Terminal Street 25 25 No
3 Bryte Avenue between Riverbank Road and Sacramento
Ave 25 25 No
4 C Street between 5th Street and City Limit 25 30 Yes
5 Carlin Drive between Oates Drive and Ramco Street 30 35 Yes 6 Carrie Street between Bryte Avenue and Kegle Drive 25 25 No 7 Cebrian Street between Del Monte Street and Stone
Boulevard 30 30 No
8 Channel Drive between Seaport Boulevard and Channel
Drive (west end) 35 35 No
9 Commerce Drive between west end and east end. 25 25 No 10 Davis Road between Seymour Avenue and Jefferson
Boulevard 25 30 Yes
11 Douglas Street between Lighthouse Drive and Sacramento Avenue 25 25 No
12 Duluth Street between Galveston Street and Harbor
Boulevard 25 25 No
13 Evergreen Ave between Pine Street and Harbor Boulevard 25 30 Yes 14 Evergreen Avenue between Harbor Boulevard and Coke
Street 25 30 Yes
15 Front Street between Shore Street and Terminal Street 25 25 No 16 Galveston Street between Duluth Street and Houston Street 25 25 No 17 Golden Gate Drive between Oakland Bay Drive and
Promenade Street 30 30 No
18 Golden Gate Drive between Promenade Street and
Marshall Road 30 30 No
19 Gregory Avenue between Bevan Road and South River
Road 45 45 No
20 Harmon Road between Jefferson Boulevard and Antioch
Avenue 40 30 Yes
21 Hart Avenue between Allen Avenue and Higgins Road 25 25 No 22 Houston Street between West Capitol Avenue and Duluth Street 25 25 No
23 Higgins Road between Linden Road and Hart Avenue 25 25 No 24 Higgins Road between Hart Ave and Jefferson Blvd 25 25 No 25 Jefferson Boulevard between West Capitol Avenue and 15th Street 35 35 No
26 Jefferson Boulevard between Davis Road and Southport Parkway 55 55 No
27 Lighthouse Drive between Fountain Drive and Kegle Drive 25 25 No 28 Maple Street between West Capitol Avenue and Michigan Boulevard 25 25 No
29 Merkley Avenue between Sycamore Street and Westacre
Road 25 25 No
13 Citywide Speed Limit Survey Project
March 15, 2023

30 Michigan Boulevard between Pecan Street and Portsmouth Avenue 25 25 No
31 Michigan Boulevard between Portsmouth Avenue and
Jefferson Boulevard 25 25 No
32 North Harbor Boulevard between Riverbank Road and
Reed Avenue 45 45 No
33 Northport Drive between Commerce Drive and West Capitol Avenue 25 30 Yes
34 Oakland Bay Drive between Southport Parkway and
Golden Gate Drive (east) 35 35 No
35 Oates Street between Carlin Drive and Ramos Drive 25 30 Yes 36 Pine Street between West Capitol Avenue and Evergreen Avenue 25 25 No
37 Poplar Street between Evergreen Avenue and Michigan
Boulevard 25 25 No
38 Port Street between Shore Street and Terminal Street 25 30 Yes 39 Promenade Way between Ramos Drive and Golden Gate
Drive 30 30 No
40 Ramco Street between Southport Pkwy and south end
terminus 35 35 No
41 Ramos Drive between Oates Street and Promenade Street 25 30 Yes 42 Riverbank Road between North Harbor Road and Bryte
Avenue 25 25 No
43 Seaport Boulevard between West End and Parkway
Boulevard 35 35 No
44 Shore Street between Front Street and Del Monte Street 30 30 No 45 Stonegate Drive between Lake Washington Blvd and
Village Parkway 35 35 No
46 Sutter Street between West Capitol Avenue and north end terminus n/a 25 Yes
47 Sycamore Street between West Capitol Avenue and
Evergreen Avenue 25 25 No
48 Terminal Street between Del Monte Street and Industrial Boulevard 30 30 No
49 Todhunter Avenue between Anna Street and Sacramento
Avenue 25 25 No
50 Westacre Road between Michigan Boulevard and West
Capitol Avenue 25 25 No
51 3
rd Street between B Street and West Capitol Avenue 25 25 No 52 15th Street between Jefferson Boulevard and South River Road 25 30 Yes
Out of the 53 segments that were studied, 13 of the segments were recommended to have speed limit changes.

For these 13 segments, the 85th percentile was significantly greater than the currently posted speed limit, and this required further evaluation.

According to the CA Manual of Uniform Traffic Control Devises (CA MUTCD) Section 2B.13, paragraph 12a, the posted speed limit “shall be established at the nearest 5-mph increment of the 85th percentile speed of freeflowing traffic”.

The CA-MUTCD also allows for further evaluation by a registered Civil or Traffic Engineer to lower the posted speed limits. A lower speed limit could be justified by consideration of accident data, conditions not readily apparent to the driver, residential density, and pedestrian and bicycle safety.

For 11 of the segments with recommended speed changes, the Traffic Engineer and City Staff determined that there were no conditions that would allow for a lower speed limit recommendation. For Harmon Rd, the Traffic Engineer recommended a speed reduction from 40 mph to 30 mph. 14 Citywide Speed Limit Survey Project
March 15, 2023

Environmental Considerations
Not Applicable.

Commission Recommendations
City staff presented an update of the 53 segments to the Transportation, Mobility & Infrastructure Commission on February 6, 2023. This item does not require further policy guidance from the Commission.

Strategic Plan Integration
The Project and recommended actions support the City’s Vision of “A Vibrant City where you can Live, Work, Learn & Play.” It helps our residents Feel Safe and Secure and Enjoy Comfortable Living by Providing Quality City Infrastructure.

Alternatives
The City Council’s primary alternatives are summarized below:
1) Approve the recommended action as stated above.
2) Delay or revise the recommended action.
3) Not approve the recommended action.

Alternative 1 is staff’s recommended action. Delay of the project or not approving the recommended action would further delay updating posted speed limits as required per CVC 22358.

Coordination and Review
This report was prepared by the Capital Projects Department in coordination with and review by the Finance Department and the City Attorney’s Office.

Budget/Cost Impact
On September 18, 2019, the City Council approved the current Capital Improvement Program (CIP) which included an appropriation of $290,000 in CIP 12019 funded by one-time General Fund balance (Fund 107) to complete the project. No additional funding appropriations are required or being requested at this time.

ATTACHMENT(S)
1) Ordinance 23-5
2) 2022 Engineering and Traffic Survey Report
15 Attachment 1
ORDINANCE 23-5

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WEST SACRAMENTO AMENDING MUNICIAPL CODE CHAPTER 10.18
The City Council of the City of West Sacramento does ordain as follows:

Section 1. Purpose and Authority. The purpose of this Ordinance is to amend Chapter

10.18 of the Municipal Code
Section 2. Authority. The City Council enacts this Ordinance in accordance with the authority granted to cities by State law.

Section 2. Amendment. Section 10.18.010 of the West Sacramento Municipal Code is hereby amended to read as follows:

Chapter 10.18 SPEED LIMITS

10.18.010 Findings.

A. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on April 19, 2023, the city council of the city of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

B. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

Street From/To Recommended Speed
Limit
Anna Street Bryte Avenue and Kegle Drive 25
Boatman Avenue Industrial Boulevard and Terminal
Street 25
Bryte Avenue Riverbank Road and Sacramento Ave 25
C Street 5
th Street and City Limit 30
Carlin Drive Oates Drive and Ramco Street 35
Carrie Street Bryte Avenue and Kegle Drive 25
Cebrian Street Del Monte Street and Stone Boulevard 30
Channel Drive Seaport Boulevard and Channel Drive 35
Commerce Drive West end and east end 25
Davis Road Seymour Avenue and Jefferson
Boulevard 30
16 Street From/To Recommended Speed
Limit
Douglas Street Lighthouse Drive and Sacramento
Avenue 25
Duluth Street Galveston Street and Harbor Boulevard 25
Evergreen Ave Pine Street and Harbor Boulevard 30
Evergreen Ave Harbor Boulevard and Coke Street 30
Front Street Shore Street and Terminal Street 25
Galveston Street Duluth Street and Houston Street 25
Golden Gate Drive Oakland Bay Drive and Promenade
Street 30
Golden Gate Drive Promenade Street and Marshall Road 30 Gregory Avenue Bevan Road and South River Road 45
Harmon Road Jefferson Boulevard and Antioch
Avenue 30
Hart Avenue Allen Avenue and Higgins Road 25
Houston Street West Capitol Avenue and Duluth Street 25 Higgins Road Linden Road and Hart Avenue 25
Higgins Road Hart Ave and Jefferson Blvd 25
Jefferson Boulevard West Capitol Avenue and 15th Street 35 Jefferson Boulevard Davis Road and Southport Parkway 55 Lighthouse Drive Fountain Drive and Kegle Drive 25
Maple Street West Capitol Avenue and Michigan
Boulevard 25
Merkley Avenue Sycamore Street and Westacre Road 25
Michigan Boulevard Pecan Street and Portsmouth Avenue 25 Michigan Boulevard Portsmouth Avenue and Jefferson
Boulevard 25
North Harbor Boulevard Riverbank Road and Reed Avenue 45 Northport Drive Commerce Drive and West Capitol
Avenue 30
Oakland Bay Drive Southport Parkway and Golden Gate
Drive (east) 35
Oates Street Carlin Drive and Ramos Drive 30
Pine Street West Capitol Avenue and Evergreen
Avenue 25
17 Ordinance 23-5
April 19, 2023
Street From/To Recommended Speed
Limit
Poplar Street Evergreen Avenue and Michigan
Boulevard 25
Port Street Shore Street and Terminal Street 30
Promenade Way Ramos Drive and Golden Gate Drive 30
Ramco Street Southport Pkwy and south end terminus 35
Ramco Street Oates Street and Promenade Street 30
Riverbank Road North Harbor Road and Bryte Avenue 25
Seaport Boulevard West End and Parkway Boulevard 35
Shore Street Front Street and Del Monte Street 30
Stonegate Drive Lake Washington Blvd and Village
Parkway 35
Sutter Street West Capitol Avenue and north end
terminus 25
Sycamore Street West Capitol Avenue and Evergreen
Avenue 25
Terminal Street Del Monte Street and Industrial
Boulevard 30
Todhunter Avenue Anna Street and Sacramento Avenue 25
Westacre Road Michigan Boulevard and West Capitol
Avenue 25
3 rd Street B Street and West Capitol Avenue 25
15th Street Jefferson Boulevard and South River
Road 30
C. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on April 6, 2022, the city council of the city of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

D. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:

Street From/To Recommended Speed
Limit
Linden Rd. (North) Summerfield Dr. to Jefferson Blvd. 35 Linden Rd Stonegate Dr. to Alder Way 35
Del Monte St. Harbor Blvd to Cebrian St 35
18 Street From/To Recommended Speed
Limit
Cummins St. Kegle Dr. to 6th St. 25
Sunset Ave. North Harbor Blvd. to Sacramento Ave. 35
Davis Rd. Jefferson Blvd. to Antioch Ave. 40
Davis Rd. Antioch Ave. to South River Rd. 40
Harbor Blvd. Reed Ave. to Rice Ave. 35
Jefferson Blvd. Sacramento Ave. to West Capitol Ave. 40 Jefferson Blvd. Stone Blvd. to Lake Washington Blvd. 45 Jefferson Blvd. Lake Washington Blvd to Linden Rd.
(South) 45
Jefferson Blvd. Linden Rd. (South) to Davis Rd. 45
Kegle Dr. Anna St. to Sacramento Ave. 25
Lake Washington Blvd. Jefferson Blvd. to Stonegate Dr. 35 Linden Rd. (South) Summerfield Dr. to Jefferson Blvd. 35 Linden Rd. Jefferson Blvd. to Stonegate Dr. 35
Sacramento Ave. Kegle Dr. to 6th St. 40
Southport Pkwy. Promenade St. to Marshall St. 45
Southport Pkwy. Marshall Rd. to Jefferson Blvd. 35
Enterprise Blvd. Seaport Blvd. to Channel Dr. 35
Riverside Pkwy. Reed Ave to Stillwater Rd. 35
6 th St. Cummins Way to C Street 25
Embarcadero Dr. Riverside Pkwy. (N) to Riverside Pkwy.
(S) 30
F St. 8
th St. to 2nd St. 30
Marshall Rd. Seymour Ave to Jefferson Blvd. 35
F St. Jefferson Blvd to 8th St. 35
E. Pursuant to Chapter 10.16 of the West Sacramento Municipal Code, on July 14, 2021, the city council of the city of West Sacramento reviewed and considered the engineering and traffic survey, and related information, attached hereto and incorporated by reference.

F. Based upon the review of the survey and related information, the city council finds that the following streets shall have the following posted speed limits:
19 Ordinance 23-5
April 19, 2023
Street From/To Recommended Speed
Limit
Enterprise Boulevard West Capitol Avenue to Seaport Blvd. 40 Gregory Avenue Jefferson Boulevard to Bevan Road 45
Harbor Boulevard Rice Avenue to West Capitol Avenue 35
Harbor Boulevard West Capitol Avenue to Industrial
Boulevard 35
Industrial Boulevard Enterprise Boulevard to Parkway
Boulevard 45
Industrial Boulevard Parkway Boulevard to Harbor Boulevard 45 Industrial Boulevard Harbor Boulevard to Stone Boulevard 45 Jefferson Boulevard 15th Street to Stone Boulevard 45
Lake Washington
Boulevard Stone Boulevard to Jefferson Boulevard 45
Reed Avenue Riverside Parkway to Sunset Avenue 40
Sacramento Avenue Sunset Avenue to Kegle Drive 40
Southport Parkway Ramco Street to Lake Washington
Boulevard 45
Stillwater Road Reed Avenue to Riverside Parkway 40
Stone Boulevard Park Boulevard and Jefferson Parkway 25 5th Street A Street to West Capitol Avenue 35
Section 3. Severability. If any provision of this chapter, or the application of any such provision to any person or circumstance shall be held invalid, the remainder of this chapter, to the extent it can be given effect, or the application of those provisions to persons or circumstances other than those as to which it is held invalid, shall not be affected thereby, and to this end the provisions of this chapter are severable.

Section 4. Effective Date and Publication. This ordinance shall take effect 30 days after its adoption, and pursuant to Resolution 99-46 was published in summary format prior to adoption, and a summary will be published within 15 days after adoption in a paper of general circulation published and circulated within the City of West Sacramento. 20 PASSED AND ADOPTED by the City Council of the City of West Sacramento this 19th day of April 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Martha Guerrero, Mayor
ATTEST: Approved as to form:

Jennifer Cusmir, City Clerk Jeffrey Mitchell, City Attorney CODIFY X UNCODIFY __________
21 Engineering & Traffic Surveys
City of West Sacramento
February 2023
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C:\Users\NAR77489\Desktop\507367762-001 -
SR33_HenryMiller_TOAR_ICE_11302019.docx
Mott MacDonald
Mott MacDonald
180 Promenade Circle
Suite 300
Sacramento, CA 95834
Engineering & Traffic Surveys
City of West Sacramento
Final Report
February 2023

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Final Report
504100132-Cityofwestsac_Speedsurveysreport_02152023.Docx Issue and revision record
Revision Date Originator Checker Approver Description
1 12/27/2022 RN JN TA Draft Report
2 02/15/2023 RN JN TA Final Report
Information class: Standard
This document is issued for the party which commissioned it and for specific purposes connected with the abovecaptioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it.

This R eport has been prepar ed sol ely for use by the party w hich commissi oned it (the 'Client') in connection wi th the capti oned pr oject. It shoul d not be used for any other purpose. N o person other than the Client or any party w ho has expr essly agreed terms of reli ance with us (the 'Recipi ent(s)') may r ely on the content, information or any views expr essed in the R eport. This R eport is confi denti al and contains pr opri etary intell ectual pr operty and we accept no duty of car e, r esponsibility or li ability to any other recipi ent of this R eport. N o repr esentati on, w arranty or undertaki ng, express or im plied, is made and no responsi bility or liability is accepted by us to any party other than the Client or any Reci pient(s), as to the accuracy or com pleteness of the i nformati on contai ned i n this R eport. For the avoi dance of doubt thi s Report does not i n any w ay pur port to i nclude any legal, insurance or fi nanci al advice or opi nion.

We disclaim all and any liability w hether arising i n tort, contr act or otherwise w hich we might otherwise have to any party other than the Cli ent or the Reci pient(s), in respect of this Report, or any inform ation contained in it. W e accept no responsi bility for any error or omissi on in the Report w hich is due to an error or omissi on in data, i nformation or statements supplied to us by other parti es i ncludi ng the Cli ent (the 'Data'). We have not independently verified the D ata or otherwise exami ned i t to determi ne the accuracy, com pleteness, sufficiency for any purpose or feasi bility for any particular outcome incl uding fi nanci al.

Forecasts presented i n this docum ent w ere pr epared usi ng the Data and the Repor t is dependent or based on the D ata. Inevitably, som e of the assumptions used to develop the for ecasts will not be realised and unantici pated events and circumstances m ay occur. C onsequently, we do not guarantee or w arrant the conclusions contained in the R eport as ther e are likely to be differences betw een the forecasts and the actual results and those differ ences may be m aterial. While we consi der that the information and opini ons given in this R eport are sound all parti es m ust rely on their ow n skill and judgem ent when m aking use of it.

Information and opi nions ar e current only as of the date of the Report and w e accept no responsi bility for updati ng such information or opi nion. It shoul d, therefor e, not be assum ed that any such inform ati on or opi nion conti nues to be accurate subsequent to the date of the Report. U nder no circum stances m ay this Report or any extract or summ ary thereof be used i n connecti on with any public or private securities offeri ng incl udi ng any related m emor andum or pr ospectus for any securiti es offering or stock exchange listi ng or announcem ent.

By acceptance of this Repor t you agree to be bound by this disclaim er. This disclaim er and any issues, disputes or cl aims arising out of or in connection wi th it (whether contractual or non-contractual i n natur e such as cl aims i n tort, from br each of statute or regul ati on or otherwise) shall be governed by, and constr ued i n accordance with, the law s of Engl and and W ales to the exclusion of all conflict of l aws principles and r ules. All disputes or claims arising out of or r elati ng to this discl aimer shall be subject to the excl usive jurisdicti on of the English and Welsh courts to w hich the parties irrevocably su bmit.

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Final Report
504100132-Cityofwestsac_Speedsurveysreport_02152023.Docx Contents
Executive Summary 1
Certification 2
1 Introduction 3
2 Study Purpose and Methodology 5

2.1 Statutory and Regulatory Requirements 5

2.2 Speed Data Collection 7

2.3 Traffic Count Data Collection 8

2.4 Collision Data Analysis 9

2.5 Field Reviews and ‘Floating Car’ Surveys 10
3 Data Summary & Recommendations 11

3.1 Data Summary 11

3.2 Speed Limit Recommendations 11
Appendix 15
Not the
Tables
Table 1: Statewide Average Accident Rates for Roadway Types 10 Table 2: Roadway Classification, Traffic Count and Collision Data Summary 12 Table 3: E&TS Summary 13
Table 4: Summary of Speed Limit Recommendations 14
Figures
Figure 1: Citywide Speed Survey Locations Map 4
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Executive Summary
This Engineering and Traffic Surveys (E&TS) report prepared in conformance with requirements contained in the 2014 California Manual on Uniform Traffic Control Devices (CA-MUTCD, Revision 6, effective 03/30/2021) for speed zone studies, summarizes the data, evaluation, findings and recommendations for posted speed limits on study roadway segments in the City of West Sacramento. The study segments as identified by City staff are listed as follows:

Of the segments listed above, based on the data, analysis and findings contained in this report, speed limit changes are recommended for the following segments.

For all other segments, current posted speed limits are recommended to be retained.

Detailed discussions are contained in subsequent sections of this report.

City's
Index
#
Road Segment Name
1 Anna Street between Bryte Avenue and Kegle Drive.
2 Boatman Avenue between Industrial Boulevard and Terminal Street. 3 Bryte Avenue between Riverbank Road and Sacramento Avenue. 4 C Street between 5th Street and City Limit.
5 Carlin Drive between Oates Drive and Ramco Street.
6 Carrie Street between Bryte Avenue and Kegle Drive.
7 Cebrian Street between Del Monte Street and Stone Boulevard. 8 Channel Drive between Seaport Boulevard and Channel Drive (westend). 9 Commerce Drive between West End and East End.
11 Davis Road between Seymour Avenue and Jefferson Boulevard. 15 Douglas Street between Lighthouse Drive and Sacramento Avenue. 16 Duluth Street between Galveston Street and Harbor Boulevard. 20 Evergreen Avenue between Pine Street and Harbor Boulevard. 21 Evergreen Avenue between Harbor Boulevard and Coke Street. 24 Front Street between Shore Street and Terminal Street. 25 Galveston Street between Duluth Street and Houston Street. 26 Golden Gate Drive between Oakland Bay Drive and Promenade Street. 27 Golden Gate Drive between Promenade Street and Marshall Road. 29 Gregory Avenue between Bevan Road and South River Road. 33 Harmon Road between Jefferson Boulevard and Antioch Avenue. 34 Hart Avenue between Allen Avenue and Higgins Road.
35 Houston Street between West Capitol Avenue and Duluth Street. 36 Higgins Road between Linden Road and Hart Avenue.
37 Higgins Road Hart Ave. to Jefferson Blvd.
42 Jefferson Boulevard between West Capitol Avenue and 15th Street. 47 Jefferson Boulevard between Davis Road and Southport Parkway. 55 Lighthouse Drive between Fountain Drive and Kegle Drive.

City's
Index
#
Road Segment Name
61 Maple Street between West Capitol Avenue and Michigan Boulevard. 64 Merkley Avenue between Sycamore Street and Westacre Road. 66 Michigan Boulevard between Pecan Street and Portsmouth Avenue 67 Michigan Boulevard between Portsmouth Avenue and Jefferson Boulevard. 68 North Harbor Boulevard between Riverbank Road and Reed Avenue. 70 Northport Drive between Commerce Drive and West Capitol Avenue. 71 Oakland Bay Drive between Southport Parkway and Golden Gate Drive (East) 72 Oates Street between Carlin Drive and Ramos Drive.
75 Pine Street between West Capitol Avenue and Evergreen Avenue. 76 Poplar Street between Evergreen Avenue and Michigan Boulevard. 77 Port Street between Shore Street and Terminal Street. 78 Promenade Way between Ramos Drive and Golden Gate Drive. 79 Ramco Street between Southport Pkwy and South End
80 Ramos Drive between Oates Street and Promenade Street. 83 Riverbank Road between North Harbor Road and Bryte Avenue. 87 Seaport Boulevard between West End and Parkway Boulevard. 88 Shore Street between Front Street and Del Monte Street. 102 Stonegate Drive between Lake Washington Boulevard and Village Parkway. 104 Sutter Street between West Capitol Avenue and North End. 105 Sycamore Street between West Capitol Avenue and Evergreen Avenue. 106 Terminal Street between Del Monte Street and Industrial Boulevard. 107 Todhunter Avenue between Anna Street and Sacramento Avenue. 114 Westacre Road between Michigan Boulevard and West Capitol Avenue. 115 3rd Street between B Street and West Capitol Avenue. 118 15th Street between Jefferson Boulevard and South River Road.

City's
Index
#
Road Segment Name
Current
Posted Speed
Limit (mph)
Recommended
Speed Limit
(mph)
4 C Street between 5th Street and City Limit. 25 30
5 Carlin Drive between Oates Drive and Ramco Street. 30 35 11 Davis Road between Seymour Avenue and Jefferson Boulevard. 25 30 20 Evergreen Avenue between Pine Street and Harbor Boulevard. 25 30 21 Evergreen Avenue between Harbor Boulevard and Coke Street. 25 30 33 Harmon Road between Jefferson Boulevard and Antioch Avenue. 40 30 70 Northport Drive between Commerce Drive and West Capitol Avenue. 25 30 72 Oates Street between Carlin Drive and Ramos Drive. 25 30 77 Port Street between Shore Street and Terminal Street. 25 30 78 Promenade Way between Ramos Drive and Golden Gate Drive. 30 30 80 Ramos Drive between Oates Street and Promenade Street. 25 30 104 Sutter Street between West Capitol Avenue and North End. n/a 25 118 15th Street between Jefferson Boulevard and South River Road. 25 30 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 26 Mott MacDonald | Engineering & Traffic Surveys 2
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Certification
This report includes the engineering and traffic surveys of speed limits within the City West Sacramento. The existing posted speed limits were reviewed for compliance with California Vehicle Code, Section 40802, which requires the preparation of engineering and traffic surveys for road segments with enforcement by radar or other electronic devices. The following reference materials were also used in the preparation of this report:

1. California Vehicle Code (CVC) – As of January 1, 2021.

2. California Manual of Uniform Traffic Control Devices (CA-MUTCD, 2014, Revision 6, effective 03/30/2021) – State of California, Department of Transportation, Sacramento, California.

All data utilized in this report is on file in the Capital Projects and Transportation Department, City of West Sacramento, 1110 West Capitol Avenue, West Sacramento, CA 95691.

The firms of Mott MacDonald Group, Inc. and Advanced Mobility Group, Inc. on behalf of the City of West Sacramento, have prepared this document.

I, Ravi Narayanan, do hereby certify that I am a Registered Traffic Engineer in the State of California. I have conducted this study for the City of West Sacramento, and this report was prepared under my supervision. This report’s contents are true and accurate to the best of my knowledge.
02/15/2023
___________________________
Ravi Narayanan, P.E., T.E.

Registered Civil Engineer 64326
Registered Traffic Engineer 2401
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1 Introduction
The City of West Sacramento, Capital Projects and Transportation Department is undertaking studies for the update of Engineering and Traffic Surveys (E&TS) for multiple roadway segments throughout the City. The purpose and intent of this E&TS is to review and update existing posted speed limits in accordance with traffic engineering practices based on the 2014 California Manual on Uniform Traffic Control Devices (CA-MUTCD), Revision 6, and the California Vehicle Code (CVC Section 40802).

Figure 1 illustrates the location of the study segments on a Citywide map, and also indicates the existing roadway classification and current posted speed limits on these segments.

This report contains the following:
• Overview of statutory/regulatory requirements and relevant policies/guidelines that govern the need and requirements for the preparation of E&TS. • A brief overview of data methodologies used for collection, compilation and review/analysis of study data elements including, but not limited to, speed survey data, traffic count data and collision data.
• An E&TS summary sheet for study roadway segments that includes data summary as well as posted speed limit recommendation for the subject segment. • Technical Appendices that contain extracts of key regulatory document sections referenced in this study, as well as the raw or processed data used in the study.

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#16
#20 #21
#24
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#37 #36
#47
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#66 #67
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Legend:

Collector
Local Street
Low Access Control
Low-medium Access Control
Medium-high Access Control
City Segment Index Number
Existing Speed Limit
(As of March 2022)
Speed Surveys Study
City of West Sacramento
Map Source: City of West
Sacramento Public Access GIS Map
Citywide Speed Survey Locations Map
Figure 1
C:\Users\CHO90539\Desktop\Projects\City of West Sacramento\Speed Survey Locations.dwg #XX
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2 Study Purpose and Methodology

2.1 Statutory and Regulatory Requirements
Traffic speed zone surveys should fulfill California Vehicle Code (CVC) Sections 22357 and 22358, which require local agencies to follow certain procedures established by Caltrans in establishing new speed limits and revising existing speed limits. Furthermore, CVC Section 40802 requires speed limits enforced by radar or any other electronic device that measures the speed of moving objects to be evaluated on a recurring basis by an Engineering and Traffic Survey (E&TS) conforming to CVC Section 627. If the E&TS are more than five (5) years old, the speed zone is considered to be a “speed trap” under CVC Section 40802 and courts may reject evidence of speeding obtained through radar or other electronic devices.

E&TS may be up to seven (7) years old if conditions under CVC Section 40802(c)(1) related to enforcement training and equipment certification have been met.

On January 1, 2012, CVC 21400(b) became effective requiring the Department of Transportation (i.e. Caltrans) to revise the California Manual of Uniform Traffic Control Devices (CA-MUTCD) so that speed limits are based on field-collected speed data. The procedure is built around a ‘spot speed’ survey that typically consists of measuring speeds with a calibrated radar gun or other electronic device of motor vehicles traveling at free-flow speeds in each direction on a two-way street. The most important data point collected is the “85th percentile speed”, also referred to as the “critical speed”, which is the speed at or below which 85 percent of the sampled motor vehicles travelled during the data collection period.

According to CA-MUTCD Section 2B.13, paragraph 12a, the posted speed limit “shall be established at the nearest 5-mph increment of the 85th percentile speed of free-flowing traffic.” For example, a segment with an 85th percentile speed of 32 mph would have a rounded-down posted speed limit of 30 mph, while another segment with an 85th percentile speed of 33 mph would have a rounded-up posted speed limit of 35 mph. The CA-MUTCD allows the posted speed limit to be lowered by no more than 5 mph from a rounded speed, using one of two options that depend on whether the 85th percentile speed has been rounded down or up. The options may be applied as follows:
• Option 1: Option 1 within CA-MUTCD Section 2B.13, paragraph 12a says “The posted speed may be reduced by 5 mph from the nearest 5-mph increment of the 85th percentile speed, in compliance with CVC Sections 627 and 22358.5.” The cited CVC Section 627 defines an E&TS that is required to consider prevailing speeds, accident records, and conditions not readily apparent to the driver, and optionally consider residential density as well as pedestrian and bicycle safety. Note that the basis for a speed limit that is more than 5 mph lower than the 85th percentile speed is something other than prevailing speeds. In regards to conditions not readily apparent to the driver, CVC 22358 states that “physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning.”
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• Option 2: Option 2 within CA-MUTCD Section 2B.13 paragraph 12a says “For cases in which the nearest 5-mph increment of the 85th percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5-mph increment below the 85th percentile speed, if no further reduction is used.” The Option 2 round-down, which became available when CVC Section 21400(b) went into effect January 1, 2012, requires no E&TS to post the speed limit sign. The E&TS is required nevertheless, however, to allow radar or similar devices to be used for enforcement.

Note again that consideration of accident data is a requirement for an E&TS as defined in CVC Section 627. However, CVC Section 21400(b) notes that in cases where Option 2 round-down is used, no further reduction in speed limit is allowed “for any reason”. Therefore, the prevailing collision data/rates based justification for speed limit decrease by 5 mph below the nearest 85th percentile speeds is only used with Option 1, and not with Option 2.

Although Option 1 could also be applied where recorded speeds are rounded up, Option 2 achieves the same reduced speed limit with lesser documentation requirements. According to the CA-MUTCD, Option 1’s documentation requirements consist of an E&TS that “shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer.” The reduction must be based on considerations other than prevailing speeds, such as accident data, conditions not readily apparent to the driver, residential density, and pedestrian and bicycle safety. • According to CVC Section 22358.5, “conditions not readily apparent to the driver” exclude roadway width, curvature, grade, and surface conditions. Neither the CVC nor the CAMUTCD provide much specific guidance regarding accident data or pedestrian or bicycle safety. The CA-MUTCD Section 2B.13, paragraph 34 notes however that “generally, the most decisive evidence of conditions not readily apparent to the driver surfaces in collision histories.” Prevailing collision rates that are higher than statewide average rates for similar facilities are typically used as reasons to justify a recommended 5 mph speed limit reduction below 85th percentile speed, when Option 1 is used. • CA-MUTCD Section 2B.13, paragraph 38 says “speed zones of less than 0.5 miles and short transition zones should be avoided.”
• For this study, an 85th percentile speed that coincided with a 5-mph increment was regarded as eligible for an Option 1 reduction, but not for an Option 2 round-down. • While the CA-MUTCD allows two options for lowering the posted speed limit, note that it offers no provision for raising the posted speed limit above the nearest 5-mph increment of the 85th percentile speed.

Residential Streets: CVC Section 22352(b)(1) defines prima facie speed limit as follows:

Twenty-five miles per hour (25 mph) on any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. CVC Section 627(c)(1) provides specific guidance on residential density. It may also be noted that many residential neighborhoods in the City of West Sacramento meet the density threshold of 16 separate dwelling houses or business structures per quarter mile of roadway frontage (both sides collectively). The statute does not apply to roadways within a business district. When residential density is considered per CVC Section 627(c)(1), judgment is applied as to whether a street lined with apartment buildings and condominiums should be considered a business district or a residential district. CVC DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 31 Mott MacDonald | Engineering & Traffic Surveys 7
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Section 40802(b)(1) defines a “local street or road” as a facility that “primarily provides access to abutting residential property and meets the following three conditions: (A) Roadway width of not more than 40 feet, (B) Not more than one-half of a mile of uninterrupted length.

Interruptions shall include official traffic control signals as defined in Section 445, and (C) Not more than one traffic lane in each direction.”
Appendix Exhibit A and Appendix Exhibit B contain the relevant CVC and CA-MUTCD sections respectively, that are referenced in this E&TS. Appendix Exhibit C contains a separate E&TS for each study segment.

2.2 Speed Data Collection
The radar speed surveys were conducted by National Data & Surveying (NDS) in accordance with California Department of Motor Vehicles (DMV) Regulations and CA-MUTCD guidance.

The speed surveys were conducted from March-May 2022. The CA-MUTCD Section 2B.13, paragraph 27 provides guidance in the performance of speed data collection surveys i.e. field speed measurements, including the following:
• “The intent of the speed survey is to determine the actual speed of unimpeded traffic. The speed of traffic should not be altered by concentrated law enforcement or other means, just prior to, or while taking the speed measurements.” • “Speed measurements should be taken during off peak hours on weekdays. If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic.”
The following general criteria and procedures were used in the speed data collection process:
• A representative number of ‘spot speeds’ were obtained by radar and recorded at each roadway location. The data was collected during ‘free flow’ (i.e. uncongested) periods, and a minimum of 100 samples in each direction of travel were taken for each highvolume location. For low-volume locations, the survey was conducted for a minimum of one hour or until at least 50 samples in each direction were obtained. Speed survey data was conducted on a typical weekday (Tuesday through Thursday). Known peak travel periods were generally avoided and note that data collection was conducted between 7:00 AM and 9:00 AM or between 4:00 PM and 6:00 PM only if free-flow or uncongested travel conditions occurred.
• All surveys were conducted in clear, dry weather and in normal traffic flow conditions (i.e. no accidents, detours, construction, etc.). The radar measurements were taken from a parked unmarked vehicle. A specific radar survey ‘spot’ on each roadway segment was chosen based on considerations such as – minimal influence by adjacent intersections or intersection controls, major driveways, crosswalks or railroad crossings, minimal visibility restrictions and no unusual physical constraints (such as parked vehicles, dips, curves, etc.) affecting traffic flow or speed.
• A sample of passing vehicles was randomly selected with careful attention to ensure that the sample represented the entire traffic stream. If several vehicles were in a platoon, only the speed of the first vehicle was recorded. All vehicles traveling at less than 40 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 32 Mott MacDonald | Engineering & Traffic Surveys 8
Final Report
mph speed and within 200 feet of the lead vehicle from the lead vehicle were considered to be in platoon. If vehicles were traveling at speeds greater than 40 mph, vehicles less than 350 feet from the lead vehicle were considered to be in platoon. • Radar units were certified and calibrated prior to use. NDS periodically checks their radar gun with a tuning fork to ensure that the device is calibrated and functioning properly. The calibration certificate for radar guns will be included with the final report. The NDS technicians that conducted the speed surveys are certified radar specialists. Data collection was repeated on different days for locations where the originally collected data was determined to be either erroneous or unreliable, or additional data was preferred for purposes of data confirmation/verification.

Appendix Exhibit D contains the radar ‘spot speed’ data collection summary in a graphical histogram format for each of the study segments. The reports include the following key data statistics:
• ‘Range’ refers to the range between the lowest and highest recorded speed in the sample.
• 50th percentile speed refers to the speed at or below which 50 percent of the sampled vehicles were traveling.
• 85th percentile speed refers to the speed at or below which 85 percent of the sampled vehicles were traveling.
• “10 mph pace speed range” refers to the 10 mph speed bandwidth within which the maximum proportion of sampled vehicles were traveling.

2.3 Traffic Count Data Collection
Vehicular traffic count volumes were also recorded by NDS at the study segments in MarchMay 2022. The data was collected using hoses or other machines, at approximately the same location where the spot speed surveys were conducted, and typically on the same day the speed surveys were conducted. Bi-directional vehicular traffic counts were recorded at 15-minute intervals continuously over a 24-hour typical weekday period, and summarized.

The recorded 24-hour traffic count total was then regarded as being representative of average daily traffic (ADT) demand conditions for the study segment for purposes of this study. Appendix Exhibit E contains the raw count data summary, and a graphical summary of the directional hourly volumes by time-of-day for each of the study segments.

The ADT data was mainly used for two purposes in this study:
• As inputs in the computation of actual current collision rates for those study segments where ‘detailed format’ E&TS report is requested.
• For purposes of comparison with relatively older/historical traffic counts (from 2013 through 2019) for the study segments as provided by the City.

The comparison of 2021 ADT data to older ADT data (if available) was completed primarily to obtain a high-level overview of daily traffic demand decreases that may have occurred in recent years and subsequent to the time the City may have last conducted speed surveys.

Note that traffic count data obtained in February-July 2021 may be regarded as “post CovidDocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 33 Mott MacDonald | Engineering & Traffic Surveys 9
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19”
1 traffic count volumes. A comparative review of ADT counts between 2013 and 2022 indicated that traffic volumes have increased in many of the City’s arterial roadways evaluated in this study, however traffic volumes on residential collectors and downtown streets have either remained relatively unchanged or somewhat decreased. Note however that no special adjustments were made to the 2022 counts (or speed or collision data) used in this study to account for Covid-19 impacts, however additional caution was exercised in recommending speed limit changes, especially in situations where prevailing 85 th percentile
speeds were significantly higher than posted speed limits.

2.4 Collision Data Analysis
For segments for which ‘detailed’ format E&TS reports was requested by the City, collision data analysis was completed. For segments using ‘short’ format E&TS reports, note that the collision data was not requested or reviewed in this study.

Collision data from available most recent 3 years were obtained from two sources:
• City Police Department (PD) data as provided by City Public Works staff, • Statewide Integrated Traffic Records System (SWITRS) collision data as extracted by Mott MacDonald consultant team.

The total number of collisions and the computed actual collision rates based on SWITRS data is included in the E&TS summary sheets. The SWITRS data based graphical summaries for all study segments are included in Appendix Exhibit F. The City PD datasheets are also included for reference. An “actual” i.e. prevailing collision rate was calculated for each study segment using the following formula:

Collision Rate = (N *1,000,000) / (ADT*L*D*Y)
• N = Total Number of collisions (midblock and intersection) within the study segment • Y = Total Number of years that the collision data was reported • ADT = Average Daily Traffic volume (vehicles per day) • L = Length of segment in miles
• D = Number of days in one year (365)
The actual rate (expressed in number of accidents per million vehicle miles per year) was compared to the “average” collision rate that may be reasonably expected to occur on roadways and highways with same/similar characteristics based on statewide data. The statewide average collision rates obtained from Caltrans are summarized in Table 1 for roadway types/cross-sections considered most similar to study facilities in the City of West Sacramento.
1 In September 2020, Mott MacDonald had high-level conversations with CA-MUTCD staff at Caltrans Headquarters, as well as Caltrans District 3 staff responsible for speed zones. The feedback received was that there are no specific Caltrans-issued policy or technical guidance on how speed surveys must be conducted or interpreted in the prevailing or post Covid-19 context, however additional technical caution (i.e. looking for significant changes in traffic volume demands, accident rates, etc. that may be reasonably attributable to Covid-19 conditions), and sound engineering judgment is recommended, especially in situations where the 85th percentile speeds are significantly greater than the posted speed limits.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 34 Mott MacDonald | Engineering & Traffic Surveys 10
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Table 1: Statewide Average Accident Rates for Roadway Types

2.5 Field Reviews and ‘Floating Car’ Surveys
In order to evaluate ‘conditions not readily apparent to the driver’, a review of all surveyed roadway segments was conducted to document highway, traffic, and roadside conditions from both field visits and aerial/mapping reviews. These reviews included review of the following:
• Roadside conditions (both physical and functional)
• Type and density of adjacent land uses, including residential uses. • Multimodal safety and potential conflicts with pedestrians, bicyclists, and residential or business districts, and heavy vehicle traffic in industrial areas.

Furthermore, a California-registered Traffic Engineer conducted a field check of study roadway segments, which involved driving each roadway segment during the ‘off-peak’ weekday travel periods, while "floating" with surrounding traffic in order to determine the speed of traffic from the driver's viewpoint.

Roadway Type Average Collision Rate
(per Million Vehicle Miles)
Two/three-lane Arterial/Collector (Rural) 1.13
Two/three-lane Arterial/Collector (Urban) 1.46
Four (or more) lanes Undivided Arterial 1.24
Four (or more) lanes Divided Arterial 1.27
Source: 2018 Crash Data on California State Highways (road miles, travel, crashes, crash rates) DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 35 Mott MacDonald | Engineering & Traffic Surveys 11
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3 Data Summary & Recommendations

3.1 Data Summary
A written statement for each study roadway segment was prepared and included in Appendix Exhibit C. Each of these segment-specific statements are considered the E&TS report for the subject segment. Each segment’s E&TS report contains a summary listing of the following:
• A high-level schematic map indicating study segment location and limits • Field speed survey data, and speed data statistics
• Average daily traffic count data
• For segments for which ‘detailed’ format E&TS reports was requested by the City, collision data and computed actual collision rates, and comparison to statewide average accident rates for similar facilities were included. For segment using ‘short’ format E&TS reports, note that the collision data was not requested or reviewed. • A brief description of physical/roadside characteristics including adjacent land uses, number of lanes, roadway functional classification, traveled way widths, median types/characteristics, number/frequency of driveways and intersections, bike and pedestrian facilities, railroad crossings, and truck traffic. • Existing and recommended speed limits, and
• An explanation for the recommended speed limit.
• Certification
Table 2 shows a summary of roadway classifications, traffic count data and collision data summary for all study segments. Table 3 shows a summary of the E&TS data, findings and recommendations for all study segments.

3.2 Speed Limit Recommendations
For each study segment, a recommendation for posted speed limit was developed based on one of the following four scenarios that occurred:

1. Nearest 5-mph increment of 85
th percentile speed matched existing posted limit and
therefore no speed limit change is recommended.

2. A 5 mph reduction from the nearest 5-mph increment 85th percentile speed (justified based on ‘Option 1’ or ‘Option 2’) matched existing posted limit, and therefore no speed limit change is recommended.

3. A 5 mph reduction from the nearest 5-mph increment 85th percentile speed (justified based on ‘Option 1’ or ‘Option 2’) is greater than existing posted limit, and therefore a speed limit change is recommended.

4. For residential fronting local streets the existing prima facie speed limit of 25 mph is recommended to be retained per CVC Section 22352(b)(1), if the street meets residential density criteria per CVC Section 627(c)(1) and local street criteria per Section 40802(b)(1).

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 36 City's
Index
#
Road Segment Name Current General Plan Roadway
Classification Median Type Number of Lanes
Average
Daily Traffic
(2022)
Length
(mi)
Number of
Collisions
(SWITRS)
01/2018 -
12/2020
Acutal Accident
Rate (Acc/MVM)
(SWITRS Data)
Statewide
Average
Accident Data
(Acc/MVM)
1 Anna Street between Bryte Avenue and Kegle Drive. Collector None, centerline only 2 2,279 0.7 2 Boatman Avenue between Industrial Boulevard and Terminal Street. Local None 2 575 0.2 3 Bryte Avenue between Riverbank Road and Sacramento Avenue. Collector None, centerline only 2 3,713 0.6 4 C Street between 5th Street and City Limit. Medium-High Access Control Arterial Two-way left-turn median lane 2 10,100 0.2 5 Carlin Drive between Oates Drive and Ramco Street. Low Access control Arterial Two-way left-turn median lane 2 4,254 0.5 6 Carrie Street between Bryte Avenue and Kegle Drive. Collector None, centerline only 2 1,699 0.7 7 Cebrian Street between Del Monte Street and Stone Boulevard. Low Access control Arterial None, centerline only 2 2,144 0.4 8 Channel Drive between Seaport Boulevard and Channel Drive (westend). Local None, centerline only 2 1,718 1.5 9 Commerce Drive between West End and East End. Local None 2 228 0.3 11 Davis Road between Seymour Avenue and Jefferson Boulevard. Local None 2 158 0.3 15 Douglas Street between Lighthouse Drive and Sacramento Avenue. Collector None, centerline only 2 1,591 0.5 16 Duluth Street between Galveston Street and Harbor Boulevard. Local None 2 1,100 0.3 20 Evergreen Avenue between Pine Street and Harbor Boulevard. Low Access control Arterial None, centerline only 2 3,054 0.4 21 Evergreen Avenue between Harbor Boulevard and Coke Street. Low Access control Arterial None, centerline only 2 5,159 0.3 24 Front Street between Shore Street and Terminal Street. Local None, centerline only 2 437 0.3 25 Galveston Street between Duluth Street and Houston Street. Local None, centerline only 2 727 0.3 26 Golden Gate Drive between Oakland Bay Drive and Promenade Street. Collector None, centerline only 2 710 0.5 27 Golden Gate Drive between Promenade Street and Marshall Road. Collector None, centerline only 2 2,270 0.7 29 Gregory Avenue between Bevan Road and South River Road. Collector None, centerline only 2 1,839 0.5 33 Harmon Road between Jefferson Boulevard and Antioch Avenue. Local None, centerline only 2 992 0.5 34 Hart Avenue between Allen Avenue and Higgins Road. Local None 2 327 0.3 35 Houston Street between West Capitol Avenue and Duluth Street. Local None 2 846 0.4 36 Higgins Road between Linden Road and Hart Avenue. Collector None, centerline only 2 1,291 0.3 37 Higgins Road Hart Ave. to Jefferson Blvd. Collector None, centerline only 2 1,438 0.4 42 Jefferson Boulevard between West Capitol Avenue and 15th Street. Medium-High Access Control Arterial Two-way left-turn lane 4 30,556 0.7 47 Jefferson Boulevard between Davis Road and Southport Parkway. Medium-High Access Control Arterial None, centerline only 2 4,245 1.1 55 Lighthouse Drive between Fountain Drive and Kegle Drive. Collector Raised Center Median 2 2,003 0.6 61 Maple Street between West Capitol Avenue and Michigan Boulevard. Local None, centerline only 2 1,044 0.2 64 Merkley Avenue between Sycamore Street and Westacre Road. Collector None 2 2,040 0.3 66 Michigan Boulevard between Pecan Street and Portsmouth Avenue Collector None, centerline only 2 561 0.9 10 18.09 1.46 67 Michigan Boulevard between Portsmouth Avenue and Jefferson Boulevard. Collector None, centerline only 2 2,535 0.2 10 18.01 1.46 68 North Harbor Boulevard between Riverbank Road and Reed Avenue. Low Access control Arterial None, centerline only 2 4,023 0.3 70 Northport Drive between Commerce Drive and West Capitol Avenue. Local None 2 1,004 0.3 71 Oakland Bay Drive between Southport Parkway and Golden Gate Drive (East) Local None, centerline only 2 1,200 0.2 72 Oates Street between Carlin Drive and Ramos Drive. Collector Two-way left-turn lane 2 1,377 0.3 75 Pine Street between West Capitol Avenue and Evergreen Avenue. Local None, centerline only 2 2,236 0.1 76 Poplar Street between Evergreen Avenue and Michigan Boulevard. Collector None 2 2,057 0.5 77 Port Street between Shore Street and Terminal Street. Local None, centerline only 2 1,548 0.3 78 Promenade Way between Ramos Drive and Golden Gate Drive. Collector Raised Center Median 4 4,715 0.4 79 Ramco Street between Southport Pkwy and South End Collector Two-way left-turn lane 2 1,336 0.8 80 Ramos Drive between Oates Street and Promenade Street. Local Two-way left-turn lane 2 591 0.1 83 Riverbank Road between North Harbor Road and Bryte Avenue. Collector None, centerline only 2 979 0.4 87 Seaport Boulevard between West End and Parkway Boulevard. Local None, centerline only 2 2,458 1.0 88 Shore Street between Front Street and Del Monte Street. Local None, centerline only 2 3,586 0.3 102 Stonegate Drive between Lake Washington Boulevard and Village Parkway. Collector None, centerline only 2 4,568 0.6 104 Sutter Street between West Capitol Avenue and North End. Local None 2 645 0.4 105 Sycamore Street between West Capitol Avenue and Evergreen Avenue. Collector None, centerline only 2 1,725 0.2 106 Terminal Street between Del Monte Street and Industrial Boulevard. Low Access control Arterial None, centerline only 2 3,355 0.3 107 Todhunter Avenue between Anna Street and Sacramento Avenue. Collector None, centerline only 2 3,497 0.4 114 Westacre Road between Michigan Boulevard and West Capitol Avenue. Local None, centerline only 2 1,717 0.2 23 61.17 1.46 115 3rd Street between B Street and West Capitol Avenue. Low Access control Arterial None, centerline only 2 2,296 0.9 118 15th Street between Jefferson Boulevard and South River Road. Low Access control Arterial None, centerline only 2 5,308 0.2 TABLE 2 - ROADWAY CLASSIFICATION, TRAFFIC COUNT AND COLLISION DATA SUMMARY Notes: SWITRS = Statewide Integrated Traffic Records System DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 37 City's
Index
#
Road Segment Name Survey Date Survey Time Number
of Lanes
Length
(mi)
Posted
Speed
Limit
(mph)
Number
of Radar
Sample
Data
10 MPH
Pace
% in
Pace
50%
tile
Speed
(mph)
85% tile
Speed
(mph)
85% tile
Speed
(mph) -

ROUNDED
Applied
Option
Recommended
Speed Limit
(mph)
Speed
Limit
Change?
1 Anna Street between Bryte Avenue and Kegle Drive. 3/2/2022 10:15-11:55 2 0.7 25 102 23-32 81% 28 32 30 1 25 NO 2 Boatman Avenue between Industrial Boulevard and Terminal Street. 3/9/2022 11:00-13:00 2 0.2 25 66 17-26 86% 21 25 25 25 NO 3 Bryte Avenue between Riverbank Road and Sacramento Avenue. 3/3/2022 12:45-13:55 2 0.6 25 103 24-33 82% 27 32 30 1 25 NO 4 C Street between 5th Street and City Limit. 3/8/2022 12:30-13:30 2 0.2 25 209 27-36 66% 31 37 35 1 30 YES 5 Carlin Drive between Oates Drive and Ramco Street. 3/9/2022 12:00-13:15 2 0.5 30 105 26-35 67% 31 39 40 2 35 YES 6 Carrie Street between Bryte Avenue and Kegle Drive. 3/2/2022 13:15-14:15 2 0.7 25 100 22-31 83% 27 32 30 1 25 NO 7 Cebrian Street between Del Monte Street and Stone Boulevard. 3/8/2022 10:35-12:35 2 0.4 30 110 29-38 70% 32 37 35 1 30 NO 8 Channel Drive between Seaport Boulevard and Channel Drive (westend). 3/17/2022 14:30-16:00 2 1.5 35 107 27-36 63% 33 39 40 2 35 NO 9 Commerce Drive between West End and East End. 3/3/2022 11:00-13:00 2 0.3 25 39 17-26 69% 25 32 30 1 25 NO 11 Davis Road between Seymour Avenue and Jefferson Boulevard. 3/23/2022 9:30-11:30 2 0.3 25 22 27-36 64% 29 36 35 1 30 YES 15 Douglas Street between Lighthouse Drive and Sacramento Avenue. 3/8/2022 13:45-15:10 2 0.5 25 110 23-32 85% 28 32 30 1 25 NO 16 Duluth Street between Galveston Street and Harbor Boulevard. 3/3/2022 13:10-14:40 2 0.3 25 107 22-31 63% 25 31 30 1 25 NO 20 Evergreen Avenue between Pine Street and Harbor Boulevard. 3/10/2022 12:35-14:00 2 0.4 25 108 29-38 74% 33 37 35 1 30 YES 21 Evergreen Avenue between Harbor Boulevard and Coke Street. 3/10/2022 11:05-12:30 2 0.3 25 127 24-33 76% 30 35 35 1 30 YES 24 Front Street between Shore Street and Terminal Street. 3/10/2022 9:00-11:00 2 0.3 25 37 22-31 81% 25 31 30 1 25 NO 25 Galveston Street between Duluth Street and Houston Street. 3/3/2022 9:00-11:00 2 0.3 25 100 23-32 73% 26 32 30 1 25 NO 26 Golden Gate Drive between Oakland Bay Drive and Promenade Street. 3/10/2022 9:10-11:10 2 0.5 30 39 25-34 85% 32 34 35 2 30 NO 27 Golden Gate Drive between Promenade Street and Marshall Road. 3/15/2022 10:30-11:45 2 0.7 30 102 28-37 80% 31 36 35 1 30 NO 29 Gregory Avenue between Bevan Road and South River Road. 3/10/2022 12:40-13:45 2 0.5 45 113 39-48 67% 43 49 50 2 45 NO 33 Harmon Road between Jefferson Boulevard and Antioch Avenue. 3/24/2022 11:35-13:35 2 0.5 40 25 20-29 60% 29 35 35 1 30 YES 34 Hart Avenue between Allen Avenue and Higgins Road. 3/24/2022 14:00-16:00 2 0.3 25 23 20-29 100% 25 26 25 25 NO 35 Houston Street between West Capitol Avenue and Duluth Street. 3/3/2022 11:10-12:55 2 0.4 25 104 22-31 79% 26 31 30 1 25 NO 36 Higgins Road between Linden Road and Hart Avenue. 3/24/2022 9:45-11:45 2 0.3 25 25 NO 37 Higgins Road Hart Ave. to Jefferson Blvd. 3/23/2022 12:00-14:00 2 0.4 25 105 23-32 76% 26 32 30 1 25 NO 42 Jefferson Boulevard between West Capitol Avenue and 15th Street. 3/17/2022 10:45-11:45 4 0.7 35 135 33-42 76% 38 42 40 1 35 NO 47 Jefferson Boulevard between Davis Road and Southport Parkway. 3/15/2022 11:25-12:30 2 1.1 55 102 49-58 66% 53 59 60 2 55 NO 55 Lighthouse Drive between Fountain Drive and Kegle Drive. 3/9/2022 10:25-12:10 2 0.6 25 117 21-30 79% 26 30 30 1 25 NO 61 Maple Street between West Capitol Avenue and Michigan Boulevard. 3/31/2022 12:20-14:20 2 0.2 25 87 17-26 86% 22 26 25 25 NO 64 Merkley Avenue between Sycamore Street and Westacre Road. 3/15/2022 12:10-13:30 2 0.3 25 116 20-29 77% 26 30 30 1 25 NO 66 Michigan Boulevard between Pecan Street and Portsmouth Avenue 3/3/2022 12:50-14:50 2 0.9 25 106 21-30 74% 27 31 30 1 25 NO 67 Michigan Boulevard between Portsmouth Avenue and Jefferson Boulevard. 3/9/2022 9:00-10:20 2 0.2 25 112 22-31 84% 27 31 30 1 25 NO 68 North Harbor Boulevard between Riverbank Road and Reed Avenue. 3/3/2022 14:30-15:30 2 0.3 45 110 34-43 57% 37 44 45 45 NO 70 Northport Drive between Commerce Drive and West Capitol Avenue. 3/3/2022 13:30-14:45 2 0.3 25 112 23-32 75% 27 34 35 2 30 YES 71 Oakland Bay Drive between Southport Parkway and Golden Gate Drive (East) 3/23/2022 11:55-13:55 2 0.2 35 115 29-38 82% 35 38 40 2 35 NO 72 Oates Street between Carlin Drive and Ramos Drive. 3/8/2022 11:05-13:05 2 0.3 25 100 28-37 68% 30 36 35 1 30 YES 75 Pine Street between West Capitol Avenue and Evergreen Avenue. 3/15/2022 10:30-12:30 2 0.1 25 85 19-28 76% 24 28 30 2 25 NO 76 Poplar Street between Evergreen Avenue and Michigan Boulevard. 3/16/2022 12:25-14:45 2 0.5 25 112 22-31 90% 26 29 30 2 25 NO 77 Port Street between Shore Street and Terminal Street. 3/9/2022 9:00-11:00 2 0.3 25 97 22-31 74% 27 33 35 1 30 YES 78 Promenade Way between Ramos Drive and Golden Gate Drive. 3/10/2022 11:15-12:25 4 0.4 30 109 27-36 77% 31 35 35 1 30 NO 79 Ramco Street between Southport Pkwy and South End 3/15/2022 14:00-15:00 2 0.8 35 111 35-44 77% 38 42 40 1 35 NO 80 Ramos Drive between Oates Street and Promenade Street. 3/8/2022 9:00-11:00 2 0.1 25 81 25-34 63% 29 34 35 2 30 YES 83 Riverbank Road between North Harbor Road and Bryte Avenue. 3/3/2022 9:15-11:15 2 0.4 25 70 23-32 87% 28 31 30 1 25 NO 87 Seaport Boulevard between West End and Parkway Boulevard. 3/15/2022 15:15-16:15 2 1.0 35 128 33-42 66% 37 42 40 1 35 NO 88 Shore Street between Front Street and Del Monte Street. 3/9/2022 13:15-15:15 2 0.3 30 108 24-33 69% 29 34 35 2 30 NO 102 Stonegate Drive between Lake Washington Boulevard and Village Parkway. 3/10/2022 10:30-11:30 2 0.6 35 141 31-40 74% 36 41 40 1 35 NO 104 Sutter Street between West Capitol Avenue and North End. 3/8/2022 10:10-12:10 2 0.4 n/a 81 11-(20) 99% 16 18 20 25 YES 105 Sycamore Street between West Capitol Avenue and Evergreen Avenue. 3/9/2022 10:30-11:45 2 0.2 25 118 20-29 80% 25 30 30 1 25 NO 106 Terminal Street between Del Monte Street and Industrial Boulevard. 3/8/2022 9:00-10:20 2 0.3 30 111 22-31 59% 28 35 35 1 30 NO 107 Todhunter Avenue between Anna Street and Sacramento Avenue. 3/2/2022 14:25-15:35 2 0.4 25 103 21-30 88% 26 29 30 2 25 NO 114 Westacre Road between Michigan Boulevard and West Capitol Avenue. 3/2/2022 9:00-10:30 2 0.2 25 103 20-29 88% 25 28 30 2 25 NO 115 3rd Street between B Street and West Capitol Avenue. 3/23/2022 10:40-12:05 2 0.9 25 51 19-28 80% 23 28 30 2 25 NO 118 15th Street between Jefferson Boulevard and South River Road. 3/18/2022 12:00-13:00 2 0.2 25 162 27-36 81% 32 36 35 1 30 YES Residential Street, prima facie speed limit retained
Notes: "Applied Option" refers to CA-MUTCD Section 2B.13 defined Options 1 and 2, as described in Report Section 2.1.

TABLE 3 - Engineering and Traffic Surveys Summary
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 38 Mott MacDonald | Engineering & Traffic Surveys 14
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Table 4 summarizes the segment speed limit recommendations from this study.

Table 4: Summary of Speed Limit Recommendations
City's
Index
#
Road Segment Name
Current
Posted
Speed Limit
(mph)
Recommended
Speed Limit
(mph)
Speed
Limit
Change?
1 Anna Street between Bryte Avenue and Kegle Drive. 25 25 NO 2 Boatman Avenue between Industrial Boulevard and Terminal Street. 25 25 NO 3 Bryte Avenue between Riverbank Road and Sacramento Avenue. 25 25 NO 4 C Street between 5th Street and City Limit. 25 30 YES 5 Carlin Drive between Oates Drive and Ramco Street. 30 35 YES 6 Carrie Street between Bryte Avenue and Kegle Drive. 25 25 NO 7 Cebrian Street between Del Monte Street and Stone Boulevard. 30 30 NO 8 Channel Drive between Seaport Boulevard and Channel Drive (westend). 35 35 NO 9 Commerce Drive between West End and East End. 25 25 NO 11 Davis Road between Seymour Avenue and Jefferson Boulevard. 25 30 YES 15 Douglas Street between Lighthouse Drive and Sacramento Avenue. 25 25 NO 16 Duluth Street between Galveston Street and Harbor Boulevard. 25 25 NO 20 Evergreen Avenue between Pine Street and Harbor Boulevard. 25 30 YES 21 Evergreen Avenue between Harbor Boulevard and Coke Street. 25 30 YES 24 Front Street between Shore Street and Terminal Street. 25 25 NO 25 Galveston Street between Duluth Street and Houston Street. 25 25 NO 26 Golden Gate Drive between Oakland Bay Drive and Promenade Street. 30 30 NO 27 Golden Gate Drive between Promenade Street and Marshall Road. 30 30 NO 29 Gregory Avenue between Bevan Road and South River Road. 45 45 NO 33 Harmon Road between Jefferson Boulevard and Antioch Avenue. 40 30 YES 34 Hart Avenue between Allen Avenue and Higgins Road. 25 25 NO 35 Houston Street between West Capitol Avenue and Duluth Street. 25 25 NO 36 Higgins Road between Linden Road and Hart Avenue. 25 25 NO 37 Higgins Road Hart Ave. to Jefferson Blvd. 25 25 NO
42 Jefferson Boulevard between West Capitol Avenue and 15th Street. 35 35 NO 47 Jefferson Boulevard between Davis Road and Southport Parkway. 55 55 NO 55 Lighthouse Drive between Fountain Drive and Kegle Drive. 25 25 NO 61 Maple Street between West Capitol Avenue and Michigan Boulevard. 25 25 NO 64 Merkley Avenue between Sycamore Street and Westacre Road. 25 25 NO 66 Michigan Boulevard between Pecan Street and Portsmouth Avenue 25 25 NO 67 Michigan Boulevard between Portsmouth Avenue and Jefferson Boulevard. 25 25 NO 68 North Harbor Boulevard between Riverbank Road and Reed Avenue. 45 45 NO 70 Northport Drive between Commerce Drive and West Capitol Avenue. 25 30 YES 71 Oakland Bay Drive between Southport Parkway and Golden Gate Drive (East) 35 35 NO 72 Oates Street between Carlin Drive and Ramos Drive. 25 30 YES 75 Pine Street between West Capitol Avenue and Evergreen Avenue. 25 25 NO 76 Poplar Street between Evergreen Avenue and Michigan Boulevard. 25 25 NO 77 Port Street between Shore Street and Terminal Street. 25 30 YES 78 Promenade Way between Ramos Drive and Golden Gate Drive. 30 30 NO 79 Ramco Street between Southport Pkwy and South End 35 35 NO 80 Ramos Drive between Oates Street and Promenade Street. 25 30 YES 83 Riverbank Road between North Harbor Road and Bryte Avenue. 25 25 NO 87 Seaport Boulevard between West End and Parkway Boulevard. 35 35 NO 88 Shore Street between Front Street and Del Monte Street. 30 30 NO 102 Stonegate Drive between Lake Washington Boulevard and Village Parkway. 35 35 NO 104 Sutter Street between West Capitol Avenue and North End. n/a 25 YES 105 Sycamore Street between West Capitol Avenue and Evergreen Avenue. 25 25 NO 106 Terminal Street between Del Monte Street and Industrial Boulevard. 30 30 NO 107 Todhunter Avenue between Anna Street and Sacramento Avenue. 25 25 NO 114 Westacre Road between Michigan Boulevard and West Capitol Avenue. 25 25 NO 115 3rd Street between B Street and West Capitol Avenue. 25 25 NO 118 15th Street between Jefferson Boulevard and South River Road. 25 30 YES DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 39 Mott MacDonald | Engineering & Traffic Surveys 15
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Appendix
Appendix Exhibit A – Applicable CVC Sections
Appendix Exhibit B – 2014 CA-MUTCD, Revision 6, Section 2B.13 Appendix Exhibit C – E&TS summary sheets
Appendix Exhibit D – Spot Speed Studies
Appendix Exhibit E – 24-Hour Traffic Volume Counts & Distribution Appendix Exhibit F – Collision Data Summary
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 40 APPENDIX EXHIBIT A

APPLICABLE CALIFORNIA VEHICLE CODE (CVC) SECTIONS

ENGINEERING AND TRAFFIC SURVEY DEFINED
627. (a) "Engineering and traffic survey," as used in this code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by state and local authorities.
(b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following:
(1) Prevailing speeds as determined by traffic engineering measurements. (2) Accident records.
(3) Highway, traffic, and roadside conditions not readily apparent to the driver. (c) When conducting an engineering and traffic survey, local authorities, in addition to the factors set forth in paragraphs (1) to (3), inclusive, of subdivision (b) may consider all of the following:
(1) Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district:
(A) Upon one side of the highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures. (B) Upon both sides of the highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.
(C) The portion of highway is longer than one-quarter of a mile but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph (A) or (B). (2) Pedestrian and bicyclist safety.

Amended Sec. 1, Ch. 45, Stats. 2000. Effective January 1, 2001.

MUTCD AND SPEED LIMITS
21400 (b) The Department of Transportation shall revise the California Manual on Uniform Traffic Control Devices, as it read on January 1, 2012, to require the Department of Transportation or a local authority to round speed limits to the nearest five miles per hour of the 85th percentile of the free-flowing traffic.

However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th-percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment, but then the Department of Transportation or a local authority shall not reduce the speed limit any further for any reason.

Amended by Stats. 2011, Ch. 528, Sec. 2. Effective January 1, 2012.

BASIC SPEED LAW
22350. No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property.

Amended Ch. 252, Stats. 1963. Effective September 20, 1963.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 41 PRIMA FACIE SPEED LIMITS
22352. The prima facie limits are as follows and shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof:
(a) Fifteen miles per hour:
(1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along the railway. This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical or mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car.
(2) When traversing any intersection of highways if during the last 100 feet of the driver's approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all those highways, except at an intersection protected by stop signs or yield right-of-way signs or controlled by official traffic control signals.
(3) On any alley.
(b) Twenty-five miles per hour:
(1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code. (2) When approaching or passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching or passing any school grounds which are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign. For purposes of this subparagraph, standard "SCHOOL" warning signs may be placed at any distance up to 500 feet away from school grounds. (3) When passing a senior center or other facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR" warning sign. A local authority is not required to erect any sign pursuant to this paragraph until donations from private sources covering those costs are received and the local agency makes a determination that the proposed signing should be implemented. A local authority may, however, utilize any other funds available to it to pay for the erection of those signs.

Added Sec. 1, Ch. 420, Stats. 2013. Effective January 1, 2014. 22357.(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, or 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey. This section does not apply to any 25-mile-per-hour prima facie limit which is applicable when passing a school building or the grounds thereof or when passing a senior center or other facility primarily used by senior citizens.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 42 (Repealed (in Sec. 28) and added by Stats. 1995, Ch. 766, Sec. 29. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.) DECREASE NEAR CHILDREN’S PLAYSGROUNDS
22357.1. Notwithstanding Section 22357, a local authority may, by ordinance or resolution, set a prima facie speed limit of 25 miles per hour on any street, other than a state highway, adjacent to any children's playground in a public park but only during particular hours or days when children are expected to use the facilities. The 25 miles per hour speed limit shall be effective when signs giving notice of the speed limit are posted. Added Ch. 508, Stats. 1989. Effective January 1, 1990. 22358. (a) Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45, 40, 35, 30, or 25 miles per hour, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.
(b) This section shall become operative on the date specified in subdivision (c) of Section 22366. (Repealed (in Sec. 30) and added by Stats. 1995, Ch. 766, Sec. 31. Effective January 1, 1996. This section became operative, by its own provisions, on the date described in Section 22366.)

DECREASE ON NARROW STREET
22358.3. Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour in a business or residence district or in a public park on any street having a roadway not exceeding 25 feet in width, other than a state highway, is more than is reasonable or safe, the local authority may, by ordinance or resolution determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is found most appropriate and is reasonable and safe. The declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street.

Amended Ch. 1095, Stats. 1972. Effective March 7, 1973. Supersedes Ch. 372. 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 43 leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway. (B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds.
(C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.
(Amended by Stats. 2007, Ch. 384, Sec. 1. Effective January 1, 2008.)

DECREASE OF LOCAL LIMITS NEAR SCHOOLS OR SENIOR CENTERS 22358.4. (a) (1) Whenever a local authority determines upon the basis of an engineering and traffic survey that the prima facie speed limit of 25 miles per hour established by paragraph (2) of subdivision (a) of Section 22352 is more than is reasonable or safe, the local authority may, by ordinance or resolution, determine and declare a prima facie speed limit of 20 or 15 miles per hour, whichever is justified as the appropriate speed limit by that survey.
(2) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 44 ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(b) (1) Notwithstanding subdivision (a) or any other provision of law, a local authority may, by ordinance or resolution, determine and declare prima facie speed limits as follows:
(A) A 15 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of less than 500 feet from, or passing, a school building or the grounds of a school building, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 15 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of less than 500 feet from, or passing, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 15 miles per hour.
(B) A 25 miles per hour prima facie limit in a residence district, on a highway with a posted speed limit of 30 miles per hour or slower, when approaching, at a distance of 500 to 1,000 feet from, a school building or the grounds thereof, contiguous to a highway and posted with a school warning sign that indicates a speed limit of 25 miles per hour, while children are going to or leaving the school, either during school hours or during the noon recess period. The prima facie limit shall also apply when approaching, at a distance of 500 to 1,000 feet from, school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children and the highway is posted with a school warning sign that indicates a speed limit of 25 miles per hour. (2) The prima facie limits established under paragraph (1) apply only to highways that meet all of the following conditions:
(A) A maximum of two traffic lanes.
(B) A maximum posted 30 miles per hour prima facie speed limit immediately prior to and after the school zone.
(3) The prima facie limits established under paragraph (1) apply to all lanes of an affected highway, in both directions of travel.
(4) When determining the need to lower the prima facie speed limit, the local authority shall take the provisions of Section 627 into consideration.
(5) (A) An ordinance or resolution adopted under paragraph (1) shall not be effective until appropriate signs giving notice of the speed limit are erected upon the highway and, in the case of a state highway, until the ordinance is approved by the Department of Transportation and the appropriate signs are erected upon the highway.
(B) For purposes of subparagraph (A) of paragraph (1), school warning signs indicating a speed limit of 15 miles per hour may be placed at a distance up to 500 feet away from school grounds. (C) For purposes of subparagraph (B) of paragraph (1), school warning signs indicating a speed limit of 25 miles per hour may be placed at any distance between 500 and 1,000 feet away from the school grounds.
(D) A local authority shall reimburse the Department of Transportation for all costs incurred by the department under this subdivision.

Amended Sec. 1, Ch. 384, Stats. 2007. Effective January 1, 2008.

DOWNWARD SPEED ZONING
22358.5. It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 45 would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions.

Added Ch. 11, Stats. 1959. Effective September 18, 1959.

SPEED TRAPS
40802. (a) A "speed trap" is either of the following:
(1) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (2) A particular section of a highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects. This paragraph does not apply to a local street, road, or school zone.
(b) (1) For purposes of this section, a local street or road is one that is functionally classified as “local” on the “California Road System Maps,” that are approved by the Federal Highway Administration and maintained by the Department of transportation. When a street or road does not appear on the “California Road System Maps,” it may be defined as a “Local street or road” if it primarily provides access to abutting residential property and meets the following three conditions:
(A) Roadway width of not more than 40 feet.
(B) Not more than one-half of a mile of uninterrupted length. Interruptions shall include official traffic control signals as defined in Section 445.
(C) Not more than one traffic lane in each direction.
(2) For purposes of this section "school zone" means that area approaching or passing a school building or the grounds thereof that is contiguous to a highway and on which is posted a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period. "School zone" also includes the area approaching or passing any school grounds that are not separated from the highway by a fence, gate, or other physical barrier while the grounds are in use by children if that highway is posted with a standard "SCHOOL" warning sign. (c) (1) When all of the following criteria are met, paragraph (2) of this subdivision shall be applicable and subdivision (a) shall not be applicable:
(A) When radar is used, the arresting officer has successfully completed a radar operator course of not less than 24 hours on the use of police traffic radar, and the course was approved and certified by the Commission on Peace Officer Standards and Training. (B) When laser or any other electronic device is used to measure the speed of moving objects, the arresting officer has successfully completed the training required in subparagraph (A) and an additional training course of not less than two hours approved and certified by the Commission on Peace Officer Standards and Training.
(C) (i) The prosecution proved that the arresting officer complied with subparagraphs (A) and (B) and that an engineering and traffic survey has been conducted in accordance with subparagraph (B) of paragraph (2). The prosecution proved that, prior to the officer issuing the notice to appear; the arresting officer established that the radar, laser, or other electronic device conformed to the requirements of subparagraph (D).
(ii) The prosecution proved the speed of the accused was unsafe for the conditions present at the time of alleged violation unless the citation was for a violation of Section 22349, 22356, or 22406.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 46 (D) The radar, laser, or other electronic device used to measure the speed of the accused meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within the three years prior to the date of the alleged violation by an independent certified laser or radar repair and testing or calibration facility. (2) A "speed trap" is either of the following:
(A) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance. (B) (i) A particular section of a highway or state highway with a prima facie speed limit that is provided by this code or by local ordinance under subparagraph (A) of paragraph (2) of subdivision (a) of Section 22352, or established under Section 22354, 22357, 22358, or 22358.3, if that prima facie speed limit is not justified by an engineering and traffic survey conducted within one of the following time periods, prior to the date of the alleged violation, and enforcement of the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects:
(I) Except as specified in subclause (II), seven years. (II) If an engineering and traffic survey was conducted more than seven years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, 10 years. (ii) This subparagraph does not apply to a local street, road, or school zone.

Amended Sec. 49, Ch. 491, Stats. 2010. Effective January 1, 2011.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 47 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 48 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 49 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 50 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 51 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 52 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 53 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 54 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 55 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 56 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 57 DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 58 Appendix C
Engineering & Traffic Surveys
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 59 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Anna Street City Index Number: 1
Survey Limits: Between Bryte Avenue and Kegle Drive
Direction of Travel: Westbound/Eastbound
Survey Date: 3/2/2022 Survey Day: Wednesday
Survey Time: 10:15 AM-11:55 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 102
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 28 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 81.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,279
Length of Segment (In Feet): 3,696
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, Centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a primarily single family residential neighborhood with schools, parks, a church, etc. The fronting residential properties and schools have driveway access to the street. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane collector street and centerline divider. Eight unsignalized intersections through the segment; three are allway stop-controlled, five are midblock T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PST
60 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Boatman Avenue City Index Number: 2
Survey Limits: between Industrial Boulevard and Terminal Street.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 11:00 AM-1:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 66
Critical Speed (85th Percentile): 25 MPH 50th Percentile Speed: 21 MPH Pace Speed: 17 MPH To 26 MPH
In Pace: 86.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 575
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 44' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Segment is in a commercial and industrial area; street lined with large warehouses, restaurants, and driveways for large truck accessibility. Property setbacks are approximately 25 feet from the edge of the roadway. A 5' wide sidewalk is present in both direction. On-street parking is allowed.

Comments: The existing speed limit matches the 85th percentile speed. No speed limt change recommended.

Roadway Geometrics: 44' wide, two-lane local street, and no centerline divider. Two unsignalized T-intersections at each end of the corridor. Bike lanes are not present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM PS
Capital Improvement Manager
61 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Bryte Avenue City Index Number: 3
Survey Limits: Between Riverbank Road and Sacramento Avenue Direction of Travel: Northbound/Southbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 12:45 PM-1:55 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 103
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 27 MPH Pace Speed: 24 MPH To 33 MPH
In Pace: 82.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,713
Length of Segment (In Feet): 3,168
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area and school. Large lot single-family homes and park fronting the roadway, all with driveways with direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane collector street, and double yellow centerline divider. Seven unsignalized intersections; two are all-way stopcontrolled, five are T-intersections. There are no bike lanes present. Corridor contains four signalized intersections.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
62 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: C Street City Index Number: 4
Survey Limits: between 5th Street and City Limit.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 12:30 PM-1:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 209
Critical Speed (85th Percentile): 37 MPH 50th Percentile Speed: 31 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 66.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 10,100
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider: Two-way left-turn median lane
Roadway Width: 55' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a mixed residential/commercial district. Large lot single-family homes, parking lots, and restaurants are present along corridor, all with driveways with street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (bike/pedestrian considerations). Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 55' wide, Medium-High access control arterial road and two-way-left-turn-lane striped median divider. Four unsignalized intersections exist through the corridor; three are all-way stop-controlled and one is a T-intersection. No bike lanes are present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
63 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Carlin Drive City Index Number: 5
Survey Limits: Between Oates Drive and Ramco Street
Direction of Travel: Eastbound/Westbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 12:00 PM-1:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 105
Critical Speed (85th Percentile): 39 MPH 50th Percentile Speed: 31 MPH Pace Speed: 26 MPH To 35 MPH
In Pace: 67.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,254
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Low Access Control Arterial Center Divider: Median two-way-left-turn lane Roadway Width: 55' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 30 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Segment is in an industrial-zoned area; street lined with large warehouses and wide driveways for large truck accessibility.

Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 20 feet from edge of roadway. Only north sidewalk is present.

Comments: The nearest increment of 85th percentile speed is 40 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to revise the posted speed limit to 35 mph.

Roadway Geometrics: 55' wide low access control arterial and TWLTL Striped Median. 7' bike lane is present in the westbound direction. Corridor contains one major signalized intersection and two T-intersections at the ends of the corridor.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
64 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Carrie Street City Index Number: 6
Survey Limits: between Bryte Avenue and Kegle Drive.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/2/2022 Survey Day: Wednesday
Survey Time: 1:15 PM-2:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 100
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 27 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 83.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,699
Length of Segment (In Feet): 3,696
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, Centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a primarily single family residential neighborhood with schools, churches and parks. The fronting residential properties and schools have driveways with direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed. Intermitted speed bumps are present along the corridor.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane collector street, and centerline divider. Seven unsignalized intersections throughout the corridor; four are allway stop-controlled, and three are T-intersections. Sidewalks are present in both directions while bike lanes are not.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM P
Capital Improvement Manager
65 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Cebrian Street City Index Number: 7
Survey Limits: between Del Monte Street and Stone Boulevard.

Direction of Travel: Northbound/Southbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 10:35 AM-12-35 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 110
Critical Speed (85th Percentile): 37 MPH 50th Percentile Speed: 32 MPH Pace Speed: 29 MPH To 38 MPH
In Pace: 70.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,144
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 57' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and wide driveways for large truck accessibility. Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 20 feet from the edge of the roadway. No sidewalk is present in either direction. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (parking and bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 57' wide, low access control arterial, and striped double-yellow centerline. Corridor contains one all-way-stop-controlled intersection at the south end. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager2/27/2023 | 9:29:44 AM PS
66 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Channel Drive City Index Number: 8
Survey Limits: between Seaport Boulevard and Channel Drive (westend).

Direction of Travel: Northbound/Southbound
Survey Date: 3/17/2022 Survey Day: Thursday
Survey Time: 2:30 PM-4:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 107
Critical Speed (85th Percentile): 39 MPH 50th Percentile Speed: 33 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 63.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,718
Length of Segment (In Feet): 7,920
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Segment is in an industrial-zoned area; street lined with large warehouses and driveways for large truck accessibility. Property setbacks are approximately 20' feet from edge of roadway. No sidewalk is present in either direction. On-street parking is allowed.

Comments: Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: 50' wide, two-lane local street, and centerline divider. Three unsignalized T-intersections are present the corridor; no major midblock intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
67 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Commerce Drive City Index Number: 9
Survey Limits: between West End and East End.

Direction of Travel: WestBound/EastBound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 11:00 AM -1:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 39
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 25 MPH Pace Speed: 17 MPH To 26 MPH
In Pace: 69.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 228
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; the street is lined with large warehouses with wide driveways for large truck accessibility. Property setbacks are approximately 25 feet from the edge of the roadway. Sidewalks are present along both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (parking, and bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 50' wide local road without a centerline. Corridor contains cul-de-sacs at both ends and one T-intersection. Corridor does not contain bike lanes in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM PS
Capital Improvement Manager
68 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Davis Road City Index Number: 11
Survey Limits: between Seymour Avenue and Jefferson Boulevard.

Direction of Travel: Westbound/Northbound
Survey Date: 3/23/2022 Survey Day: Wednesday
Survey Time: 9:30 AM-11:30 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 22
Critical Speed (85th Percentile): 36 MPH 50th Percentile Speed: 29 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 64.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 158
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 20' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Segment runs through a rural residential area. Property setbacks are at least 35' from edge of pavement. Large lot single family homes fronting the roadway, rural residential densities not sufficient to consider the road "residential street" per CVC criteria. Fronting residential properties have driveways with street access. No curbs or sidewalks present along both directions. Low ADT demand.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (bike/pedestrian considerations). Recommendation is to revise posted speed limit to 30 mph.

Roadway Geometrics: 20' wide, two-lane local street, with three unsignalized intersections through the segment - one is all-way stop-controlled, and the rest are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PST
69 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Douglas Street City Index Number: 15
Survey Limits: between Lighthouse Drive and Sacramento Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 1:45 PM-3:10 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 110
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 28 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 85.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,591
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Collector Center Divider: None
Roadway Width: 35' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, with several single-family homes fronting the roadway. Fronting residential properties have driveways with direct street access. A 5' sidewalk is present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 35' wide, low access control arterial street, and striped double-yellow centerline. Seven unsignalized intersections throughout the corridor; five are all-way stop-controlled, two are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM
Capital Improvement Manager
70 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Duluth Street City Index Number: 16
Survey Limits: between Galveston Street and Harbor Boulevard Direction of Travel: Westbound/Eastbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 1:10 PM-2:40 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 107
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 25 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 63.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,100
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 29' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 25 feet from the edge of the roadway. Both sidewalks are present. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (parking, and bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 25' wide local roadway, with one signalized and one unsignalized T-intersection through the segment. No bike lane is present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
71 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Evergreen Avenue City Index Number: 20 Survey Limits: between Pine Street and Harbor Boulevard.

Direction of Travel: Westbound/Northbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 12:35 PM-2:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 108
Critical Speed (85th Percentile): 37 MPH 50th Percentile Speed: 33 MPH Pace Speed: 29 MPH To 38 MPH
In Pace: 74.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,054
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Low Access Control Center Divider: None, centerline only Roadway Width: 42' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 13 feet from the edge of the roadway. Intermittent sidewalk is present along north curb. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (parking, and bike/pedestrian considerations). Recommendation is to revise posted speed limit to 30 mph.

Roadway Geometrics: 42' wide road with low access control arterial, with a striped double-yellow centerline. No bike lane is present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
72 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Evergreen Avenue City Index Number: 21 Survey Limits: between Harbor Boulevard and Coke Street.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 11:05 AM-12:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 127
Critical Speed (85th Percentile): 35 MPH 50th Percentile Speed: 30 MPH Pace Speed: 24 MPH To 33 MPH
In Pace: 76.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 5,159
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 44' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with warehouses and driveways for large truck accessibility.

Adjacent businesses include truck hauling and logistics, hotels and gas stations. Property setbacks are approximately 25 feet from the edge of the roadway. Only one sidewalk is present. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking, and bike/pedestrian considerations).

Recommendation is to revise posted speed limit to 30 mph.

Roadway Geometrics: 44' wide road with low access control arterial and centerline only as a divider. One contains four signalized intersections at the Harbor Blvd and T-section intersections in Coke St. No bike lanes are present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
73 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Front Street City Index Number: 24
Survey Limits: between Shore Street and Terminal Street.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 9:00 AM-11:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 37
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 25 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 81.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 437
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 20 feet from the edge of the roadway. No sidewalk are present in either direction. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 36' wide, two-lane local street, and centerline divider. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM PS
Capital Improvement Manager
74 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Galveston Street City Index Number: 25 Survey Limits: between Duluth Street and Houston Street Direction of Travel: Northbound/Southbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 9:00 AM-11:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 100
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 26 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 73.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 727
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 42' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 10 feet from the edge of the roadway. No sidewalk is present. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 42' wide local roadway and a centerline only as a divider. No bike lanes are present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
75 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Golden Gate Drive City Index Number: 26 Survey Limits: Oakland Bay Drive and Promenade Street
Direction of Travel: Northbound/Southbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 9:10 AM-11:10 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 39
Critical Speed (85th Percentile): 34 MPH 50th Percentile Speed: 32 MPH Pace Speed: 25 MPH To 34 MPH
In Pace: 85.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 710
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however there is no direct residential driveway access to the roadway since the roadway functions as a collector street. 5' wide separated sidewalks are present in both directions. On-street parking may be allowed.

Comments: Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 36' wide, two-lane collector street, and striped, double-yellow centerline. Eight unsignalized intersections through the segment, four are all-way stop-controlled, and four are T-intersections. Bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
76 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Golden Gate Drive City Index Number: 27 Survey Limits: between Promenade Street and Marshall Road Direction of Travel: Northbound/Southbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 10:30 AM-11:45 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 102
Critical Speed (85th Percentile): 36 MPH 50th Percentile Speed: 31 MPH Pace Speed: 28 MPH To 37 MPH
In Pace: 80.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,270
Length of Segment (In Feet): 3,696
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however there is no direct residential driveway access to the roadway since the roadway functions as a collector street. 5' wide separated sidewalks are present in both directions. On-street parking may be allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 36' wide, two-lane collector street, and striped, double-yellow centerline. There are twelve unsignalized intersections through the segment, one is all-way stop-controlled, and eleven are T-intersections. 4' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
77 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Gregory Avenue City Index Number: 29
Survey Limits: Bevan Road and South River Road
Direction of Travel: Northbound/Southbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 12:40 PM-1:45 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 113
Critical Speed (85th Percentile): 49 MPH 50th Percentile Speed: 43 MPH Pace Speed: 35 MPH To 52 MPH
In Pace: 67.0%
Existing Speed Limit: 45 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,839
Length of Segment (In Feet): 2,640
D. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 31' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 45 MPH Recommended Speed Limit: 45 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a rural residential area. Large lot single-family homes and parks front the roadway. Fronting residential properties have driveways with street access. No sidewalks are present in either direction.

Comments: Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 45 mph.

Roadway Geometrics: 31' wide, two-lane local street with shoulders and centerline line divider. Three unsignalized intersections are present in the corridor; one is a mid-block all-way stop-controlled intersection, and two are T-intersections at the ends of the corridor. Sidewalks are not presented in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
78 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Harmon Road City Index Number: 33
Survey Limits: between Jefferson Boulevard and Antioch Avenue.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/24/2022 Survey Day: Thursday
Survey Time: 11:35 AM-1:35 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 25
Critical Speed (85th Percentile): 35 MPH 50th Percentile Speed: 29 MPH Pace Speed: 20 MPH To 29 MPH
In Pace: 60.0%
Existing Speed Limit: 40 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 992
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 22' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 40 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 02/14/2023
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a rural/residential area. Large lot single-family homes front the roadway. Fronting residential properties have driveways with street access. Low frequency of driveways. No sidewalks are present in either direction.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 22' wide traveled way, two-lane local street, with striped double yellow centerline. Six unsignalized intersections: one all-way stop-controlled, five T-intersections. No bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM PS
Capital Improvement Manager
79 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Hart Avenue City Index Number: 34
Survey Limits: between Allen Avenue and Higgins Road.

Direction of Travel: Northbound/Southbound
Survey Date: 3/24/2022 Survey Day: Thursday
Survey Time: 2:00 PM-4:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 23
Critical Speed (85th Percentile): 26 MPH 50th Percentile Speed: 25 MPH Pace Speed: 20 MPH To 29 MPH
In Pace: 100.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 327
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 20' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a rural residential area. Large lot single-family homes front the roadway. Fronting residential properties have driveways with street access. No sidewalks are present in both directions.

Comments: Nearest 5 mph increment of the critical speed is 25 mph. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 20' wide with shoulders, two-lane local street, and no centerline. Two unsignalized all-way stop-controlled intersections located at the ends of the corridor. No bike lanes are present in either directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
80 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Houston Street City Index Number: 35
Survey Limits: between West Capitol Avenue and Duluth Street Direction of Travel: Northbound/Southbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 11:10 AM-12:55 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 104
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 26 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 79.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 846
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 32' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and wide driveways for large truck accessibility. High frequency of driveways with direct street access. Property setbacks are approximately 20 feet from the edge of the roadway. Sidewalks are not present on either side; on-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: A 32' wide local road with dashed yellow centerine. Bike lanes are not present. Corridor begins and ends at T-intersections, with another unsignalized T intersection in the middle of the corridor.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
81 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Higgins Road City Index Number: 36
Survey Limits: between Linden Road and Hart Avenue.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/24/2022 Survey Day: Thursday
Survey Time: 9:45 AM-11:45 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 103
Critical Speed (85th Percentile): 33 MPH 50th Percentile Speed: 29 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 76.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,291
Length of Segment (In Feet): 1,584
D. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 37' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. Single-family homes front the roadway. Fronting residential properties have driveways with direct street access. 5' wide sidewalks are present in both directions, on-street parking is allowed.

Comments: Meets CVC and CA-MUTCD "Residential Street" criteria, retain prima facie speed limit of 25 mph.

Roadway Geometrics: 37' wide, two-lane collector street, and a double yellow centerline. Six unsignalized intersections, two are all-way stopcontrolled, and four are T-intersections. Bike lanes are not presented in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
82 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Higgins Road City Index Number: 37
Survey Limits: Hart Ave. to Jefferson Blvd.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/24/2022 Survey Day: Wednesday
Survey Time: 12:00 AM-2:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 105
Critical Speed (85th Percentile): 32 MPH 50th Percentile Speed: 26 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 76.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,438
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 32' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. Single-family homes front the roadway. Fronting residential properties have driveways with street access. 5' wide sidewalk present in north side and on-street parking is allowed on north side.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 32' wide, two-lane collector street, and a double yellow centerline divider with mid-block left-turn pockets, four unsignalized intersections, one is all-way stop-controlled, and three are T-intersections. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
83 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Jefferson Boulevard City Index Number: 42 Survey Limits: between West Capitol Avenue and 15th Street.

Direction of Travel: Northbound/Southbound
Survey Date: 3/17/2022 Survey Day: Tuesday
Survey Time: 10:45 AM-11:45 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 135
Critical Speed (85th Percentile): 42 MPH 50th Percentile Speed: 38 MPH Pace Speed: 33 MPH To 42 MPH
In Pace: 76.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 30,556
Length of Segment (In Feet): 3,696
C. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider: TWLTL Striped Median
Roadway Width: 85' # of lanes: 4
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is fronted by commercial properties, with businesses that include banks, auto parts stores, and gas stations.

There are many properties with driveways that have direct street access. 5' wide sidewalks exist in both directions. On-street parking may not be allowed.

Comments: Nearest 5 mph increment of the critical speed is 40 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: An 85' wide arterial roadway with a two-way-left-turn-lane median as a divider. A 7' wide southbound bike lane. Corridor contain four signalized intersections and four unsignalized intersections; two are all-way stop-controlled, and two are T-intersections.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
84 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Jefferson Boulevard City Index Number: 47 Survey Limits: between Davis Road and Southport Parkway.

Direction of Travel: Northbound/Southbound
Survey Date: 3/15/2022 Survey Day: Tuesdasy
Survey Time: 11:25 AM-12:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 102
Critical Speed (85th Percentile): 59 MPH 50th Percentile Speed: 53 MPH Pace Speed: 49 MPH To 58 MPH
In Pace: 66.0%
Existing Speed Limit: 55 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,245
Length of Segment (In Feet): 5,808
C. Roadway Conditions
Roadway Type:

Medium-High Access Control
Arterial Center Divider: None, centerline only
Roadway Width: 28' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 55 MPH Recommended Speed Limit: 55 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is a high-speed arterial that runs through a residential-agricultural zoned rural area in the south end of the City.

No fronting property driveway access. No bike lanes or parking.

Comments: The nearest 5 mph increment of 85th percentile speed is 60 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 55 mph.

Roadway Geometrics: 28' wide traveled way, medium-high access control arterial with a centerline only as a divider. No shoulders or bike lanes are present. Three unsignalized intersections; one is all-way stop-controlled, and two are T-intersections.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager2/27/2023 | 9:29:44 AM PS
85 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Lighthouse Drive City Index Number: 55 Survey Limits: between Fountain Drive and Kegle Drive
Direction of Travel: EastBound/Westbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 10:25-12:10 Field Observer:

A. Prevailing Speed Data
# Speed Data Collected: 117
Critical Speed (85th Percentile): 30 MPH 50th Percentile Speed: 26 MPH Pace Speed: 21 MPH To 31 MPH
In Pace: 79.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,003
Length of Segment (In Feet): 3,168
C. Roadway Conditions
Roadway Type: Collector Center Divider: Raised Center Median Roadway Width: 60' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. Single-family homes front the roadway with direct driveway access to the street. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 60' wide, two-lane collector street, and raised divided island. Intermittent speed bumps are present. Four unsignalized intersections, three are all-way stop-controlled, and one is a T-intersection. 7' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
86 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Maple Street City Index Number: 61
Survey Limits: between West Capitol Avenue and Michigan Boulevard.

Direction of Travel: Northbound/Southbound
Survey Date: 3/31/2022 Survey Day: Thursday
Survey Time: 12:20 PM-2:20 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 87
Critical Speed (85th Percentile): 26 MPH 50th Percentile Speed: 22 MPH Pace Speed: 17 MPH To 26 MPH
In Pace: 86.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,044
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 35' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 0 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area and a shopping center. Fronting single-family homes and shopping centers have driveways with direct street access. Sidewalks are not present in both directions. On-street parking may be allowed.

Comments: The nearest increment of the 85th percentile speed is 25 mph. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 35' wide, two-lane local street, and centerline only divider. Two intersections along segment are all-way stop-controlled. No bike lanes are present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
87 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Merkley Avenue City Index Number: 64
Survey Limits: between Sycamore Street and Westacre Road.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 12:10 PM-1:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 116
Critical Speed (85th Percentile): 30 MPH 50th Percentile Speed: 26 MPH Pace Speed: 20 MPH To 29 MPH
In Pace: 77.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,040
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Collector Center Divider: None
Roadway Width: 35' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 6/08/2021
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area and auto service use. Single-family homes and auto service use front the roadway, with direct drivway access to street. 5' wide sidewalks are present in one direction. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 35' wide, two-lane residential collector street. One signalized intersection at the beginning of the corridor and twounsignalized intersections. Bike lanes are not present in both direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
88 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Michigan Boulevard City Index Number: 66 Survey Limits: between Pecan Street and Portsmouth Avenue Direction of Travel: Westbound/Eastbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 12:50 PM-2:50 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 106
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 27 MPH Pace Speed: 21 MPH To 30 MPH
In Pace: 74.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 561
Length of Segment (In Feet): 4,752
C. Collision History
Number of Collisions (PD) [Jan.18 - Dec.20]: 12
Number of Collisions (SWITRS) [Jan.2018-Dec.2020]: 10
Accident Rate (Acc/MVM): 10.85
Statewide Avg. Accident
Rate for Comparable Street
(Acc/MVM):

1.46 D. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. A large number of single-family homes front the roadway. Fronting residential properties have driveways with direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 36' wide, two-lane collector street and centerline divider. Ten unsignalized intersections through the segment, five are all-way stop-controlled, and five are T-intersections. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
89 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Michigan Boulevard City Index Number: 67 Survey Limits: between Portsmouth Avenue and Jefferson Boulevard.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 9:00 AM-10:20 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 112
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 27 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 84.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,535
Length of Segment (In Feet): 1,056
C. Collision History
Number of Collisions (PD) [Jan.18 - Dec.20]: 12
Number of Collisions (SWITRS) [Jan.2018-Dec.2020]: 10
Accident Rate (Acc/MVM): 10.81
Statewide Avg. Accident
Rate for Comparable Street
(Acc/MVM):

1.46 D. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. Single-family homes front the roadway with driveways providing direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 50' wide, two-lane collector street, and double yellow centerline divider. Four unsignalized intersections, two are all-way stopcontrolled, and two are T-intersections. Bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM
Capital Improvement Manager
90 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: North Harbor Boulevard City Index Number: 68 Survey Limits: between Riverbank Road and Reed Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 2:30 PM-3:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 110
Critical Speed (85th Percentile): 44 MPH 50th Percentile Speed: 37 MPH Pace Speed: 34 MPH To 43 MPH
In Pace: 57.0%
Existing Speed Limit: 45 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,023
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 35' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 45 MPH Recommended Speed Limit: 45 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area in a somewhat rural setting. Some residential properties and commercial businesses front the roadway, and have driveways with street access. Roadway has a railroad crossing. Sidewalks are not present in both directions.

On-street parking may not be allowed/feasible.

Comments: Nearest 5 mph increment of the critical speed is 45 mph. Recommendation is to retain the existing posted speed limit of 45 mph.

Roadway Geometrics: 35' wide, low access control arterial and striped double-yellow centerline divider. Two unsignalized intersections through the segment are T-intersections. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager2/27/2023 | 9:29:44 AM PS
91 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Northport Drive City Index Number: 70 Survey Limits: between Commerce Drive and West Capitol Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 1:30 PM-2:45 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 112
Critical Speed (85th Percentile): 34 MPH 50th Percentile Speed: 27 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 75.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,004
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 50' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 25 feet from the edge of the roadway. A 5' wide sidewalk is present in both directions. On-street parking is allowed.

Comments: The nearest increment of 85th percentile speeds is 35 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: A 50' wide local road without a centerline divider. Two T-intersections through the segment. No bike lanes are present.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
92 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Oakland Bay Drive City Index Number: 71 Survey Limits: between Southport Parkway and Golden Gate Drive (East).

Direction of Travel: Westbound/Eastbound
Survey Date: 3/23/2022 Survey Day: Wednesday
Survey Time: 11:55 AM-1:55 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 115
Critical Speed (85th Percentile): 38 MPH 50th Percentile Speed: 35 MPH Pace Speed: 29 MPH To 38 MPH
In Pace: 82.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,200
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 36' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area that includes a school and parks. Residential properties do not have have direct driveway access to the street. 5' wide separated sidewalks are present in both directions. On-street parking may not be allowed.

Comments: The nearest increment of 85th percentile speeds is 40 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: A 36' wide, two-lane local street and striped double-yellow centerline divider. Eleven unsignalized intersections through the segment, one is all-way stop-controlled, and ten are T-intersections. A 7' wide bike lane is present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
93 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Oates Street City Index Number: 72
Survey Limits: between Carlin Drive and Ramos Drive
Direction of Travel: Northbound/Southbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 11:05 AM-1:05 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 100
Critical Speed (85th Percentile): 36 MPH 50th Percentile Speed: 30 MPH Pace Speed: 28 MPH To 37 MPH
In Pace: 68.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,377
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Collector Center Divider: TWLTL
Roadway Width: 56' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 25 feet from the edge of the roadway. A 5' wide sidewalk is present in one direction. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 56' wide collector road and a two-way-left-turn striped median divider. Two unsignalized T-intersections exist through the segment. Bike lanes are not present in either directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
94 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Pine Street City Index Number: 75
Survey Limits: between West Capitol Avenue and Evergreen Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 10:30 AM-12:30 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 85
Critical Speed (85th Percentile): 28 MPH 50th Percentile Speed: 24 MPH Pace Speed: 19 MPH To 28 MPH
In Pace: 76.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,236
Length of Segment (In Feet): 528
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a higher density residential zone. The apartments along the corridor have driveways that accommodate parking for the residents, and all have direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: The nearest increment of 85th percentile speeds is 30 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane local street and striped double yellow centerline divider. Three unsignalized T intersections are present in the corridor. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM PS
Capital Improvement Manager
95 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Poplar Street City Index Number: 76
Survey Limits: between Evergreen Avenue and Michigan Boulevard.

Direction of Travel: Northbound/Southbound
Survey Date: 3/16/2022 Survey Day: Wednesday
Survey Time: 12:25 PM-2:45 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 112
Critical Speed (85th Percentile): 29 MPH 50th Percentile Speed: 26 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 90.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,057
Length of Segment (In Feet): 2,640
C. Roadway Conditions
Roadway Type: Collector Center Divider: None
Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential and commercial area. Single-family homes, gas stations and shopping centers front the roadway. Residential properties and commercial businesses have driveways with direct street access. 5' wide sidewalks are present in both directions. On-street parking is allowed.

Comments: The nearest increment of 85th percentile speed is 30 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane collector street and no center divider. Eight unsignalizeed intersections through the segment; five are all-way stop-controlled and three are T-intersections. No bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM P
Capital Improvement Manager
96 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Port Street City Index Number: 77
Survey Limits: between Shore Street and Terminal Street.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 9:00 AM-11:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 97
Critical Speed (85th Percentile): 33 MPH 50th Percentile Speed: 27 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 74.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,548
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 50' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 25 feet from the edge of the roadway. No sidewalk is present. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 50' wide, two-lane local street. Two unsignalized intersections through the segment are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
97 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Promenade Way City Index Number: 78
Survey Limits: between Ramos Drive and Golden Gate Drive Direction of Travel:

Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 11:15 AM-12:25 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 109
Critical Speed (85th Percentile): 35 MPH 50th Percentile Speed: 31 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 77.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,715
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Collector Center Divider: Raised Center Median Roadway Width: 80' # of lanes: 4
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through an industrial-zoned and residential area; the street is lined with large warehouses and driveways for large truck accessibility (on the north side of Southport Pkwy). Property setbacks are approximately 42 feet from the edge of the roadway. 5' wide sidewalk is present in both directions. On-street parking is not allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 80' wide, collector road, and raised divided island divider. Three unsignalized intersections through the segment, one is all-way stop-controlled, and two are T-intersections. 5' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
98 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Ramco Street City Index Number: 79
Survey Limits: between Southport Pkwy and South End
Direction of Travel: Northbound/Southbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 2:00 PM-3:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 111
Critical Speed (85th Percentile): 42 MPH 50th Percentile Speed: 38 MPH Pace Speed: 35 MPH To 44 MPH
In Pace: 77.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,336
Length of Segment (In Feet): 4,224
C. Roadway Conditions
Roadway Type: Collector Center Divider: TWLTL
Roadway Width: 55' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Adjacent businesses include logistics. Property setbacks are approximately 25 feet from the edge of the roadway. 7' wide sidewalk is present in both directions. On-street parking is not allowed.

Comments: Nearest 5 mph increment of the critical speed is 40 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: 55' wide, collector road, and two-way-left-turn striped median divider. Five unsignalized intersections through the segment, one is all-way stop-controlled, and four are T-intersections. 5' wide bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager2/27/2023 | 9:29:44 AM PST
99 CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Ramos Drive City Index Number: 80
Survey Limits: between Oates Street and Promenade Street Direction of Travel: Westbound/Eastbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 9:00 AM-11:00 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 81
Critical Speed (85th Percentile): 34 MPH 50th Percentile Speed: 29 MPH Pace Speed: 25 MPH To 34 MPH
In Pace: 63.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 591
Length of Segment (In Feet): 528
C. Roadway Conditions
Roadway Type: Local Center Divider: TWLTL
Roadway Width: 50' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Adjacent businesses include truck hauling and logistics. Property setbacks are approximately 25 feet from the edge of the roadway. A 6' wide sidewalk is presented in one direction. On-street parking may be allowed.

Comments: The nearest increment of 85th percentile speed is 35 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 50' wide, two-lane local street, and two-way-left-turn striped median divider. One unsignalized intersection is T-intersection. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
100

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Riverbank Road City Index Number: 83
Survey Limits: between North Harbor Road and Bryte Avenue.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/3/2022 Survey Day: Thursday
Survey Time: 9:15 AM-11:15 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 70
Critical Speed (85th Percentile): 31 MPH 50th Percentile Speed: 28 MPH Pace Speed: 23 MPH To 32 MPH
In Pace: 87.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 979
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 30' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential and Industrial area, and along the south bank of the Sacramento River. Single-family homes front the south side of the roadway, and California Department of Water Resources facilities are located on the north side. Some residential properties have direct driveway access to the street. 5' wide sidewalks is present along the curb on the south side of the street. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 30' wide, two-lane collector street and striped double-yellow centerline. Seven unsignalized intersections through the segment are T-intersections. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
101

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Seaport Boulevard City Index Number: 87 Survey Limits: between West End and Parkway Boulevard.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/15/2022 Survey Day: Tuesday
Survey Time: 3:15 PM-4:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 128
Critical Speed (85th Percentile): 42 MPH 50th Percentile Speed: 37 MPH Pace Speed: 33 MPH To 42 MPH
In Pace: 66.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,458
Length of Segment (In Feet): 5,280
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways with street access. Property setbacks are approximately 25 feet from the edge of the roadway. No sidewalk is present in either direction. On-street parking is allowed.

Comments: Nearest 5 mph increment of the critical speed is 40 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, parking and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: 50' wide, two-lane local street and centerline divider. Three unsignalized intersections exist through the segment; one is all-way stop-controlled, and two are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
102

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Shore Street City Index Number: 88
Survey Limits: between Front Street and Del Monte Street.

Direction of Travel: Nothbound/Southbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 1:15 PM-3:15 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 108
Critical Speed (85th Percentile): 34 MPH 50th Percentile Speed: 29 MPH Pace Speed: 24 MPH To 33 MPH
In Pace: 69.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,586
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Local Center Divider: None, centerline only Roadway Width: 50' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is in an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility.

Property setbacks are approximately 25 feet from the edge of the roadway. No sidewalk is present. On-street parking is allowed.

Comments: The nearest increment of 85th percentile speed is 35 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 50' wide, two-lane local street with two unsignaled T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
103

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Stonegate Drive City Index Number: 102 Survey Limits: between Lake Washington Boulevard and Village Parkway.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/10/2022 Survey Day: Thursday
Survey Time: 10:30 AM-11:30 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 141
Critical Speed (85th Percentile): 41 MPH 50th Percentile Speed: 36 MPH Pace Speed: 31 MPH To 40 MPH
In Pace: 74.0%
Existing Speed Limit: 35 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 4,568
Length of Segment (In Feet): 3,168
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 35' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 35 MPH Recommended Speed Limit: 35 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a primarily single family residential neighborhood with schools and parks. Residential properties however have no direct driveway access to the street. 5' wide separated sidewalks are present in both directions. On-street parking is not allowed.

Comments: Nearest 5 mph increment of the critical speed is 40 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 35 mph.

Roadway Geometrics: 35' wide traveled way, two-lane collector street and striped double-yellow centerline divider. Five unsignalized intersections through the segment, two are all-way stop-controlled, and three are T-intersections. A 7' wide bike lane is present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM P
104

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Sutter Street City Index Number: 104
Survey Limits: between West Capitol Avenue and North End.

Direction of Travel: Northbound/Southbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 10:10 AM-12:10 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 81
Critical Speed (85th Percentile): 18 MPH 50th Percentile Speed: 16 MPH Pace Speed: 11 MPH To 20 MPH
In Pace: 99.0%
Existing Speed Limit: None
B. Traffic Factors
Average Daily Traffic (ADT): 645
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Local Center Divider: None
Roadway Width: 30' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: None Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment is a partly private street running through an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility. Property setbacks are approximately 25 feet from the edge of the roadway. No sidewalk is present in both directions. On-street parking is allowed.

Comments: There are no existing speed limit signs posted for this street. Prima facie speed limit of 25 mph may be recommended.

Roadway Geometrics: 30' wide, two-lane local street without bike lanes or center dividers/medians. One unsignalized T-intersection. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
105

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Sycamore Street City Index Number: 105 Survey Limits: between West Capitol Avenue and Evergreen Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/9/2022 Survey Day: Wednesday
Survey Time: 10:30 AM-11:45 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 118
Critical Speed (85th Percentile): 30 MPH 50th Percentile Speed: 25 MPH Pace Speed: 20 MPH To 29 MPH
In Pace: 80.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,725
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 38' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area, however there is no or limited direct driveway access to the street from residential properties. 5' wide sidewalks are presented in both directions. On-street parking (including perpendicular parking) is allowed.

Comments: Nearest 5 mph increment of the critical speed is 30 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (parking and bike/pedestrian considerations). Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 38' wide, two-lane collector street, and centerline divider. Five unsignalized intersections through the segment, one is all-way stop-controlled, and four are T-intersections. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
106

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Terminal Street City Index Number: 106 Survey Limits: between Del Monte Street and Industrial Boulevard.

Direction of Travel: Northbound/Southbound
Survey Date: 3/8/2022 Survey Day: Tuesday
Survey Time: 9:00 AM-10:20 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 111
Critical Speed (85th Percentile): 35 MPH 50th Percentile Speed: 28 MPH Pace Speed: 22 MPH To 31 MPH
In Pace: 59.0%
Existing Speed Limit: 30 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,355
Length of Segment (In Feet): 1,584
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 63' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 30 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs throuhh an industrial-zoned area; a street lined with large warehouses and driveways for large truck accessibility. Property setbacks are approximately 25 feet from the edge of the roadway. Sidewalks are not present. On-street parking may be allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (frequent driveways, and bike/pedestrian considerations).

Recommendation is to retain the existing posted speed limit of 30 mph.

Roadway Geometrics: 63' wide, low access control arterial and striped double-yellow centerline divider. Two unsignalized intersections through the segment, one is all-way stop-controlled, and one is T-intersection. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM
107

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Todhunter Avenue City Index Number: 107 Survey Limits: between Anna Street and Sacramento Avenue Direction of Travel: Northbound/SouthBound
Survey Date: 3/2/2022 Survey Day: Wednesday
Survey Time: 2:25 PM-3:35 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 103
Critical Speed (85th Percentile): 29 MPH 50th Percentile Speed: 26 MPH Pace Speed: 21 MPH To 30 MPH
In Pace: 88.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 3,497
Length of Segment (In Feet): 2,112
C. Roadway Conditions
Roadway Type: Collector Center Divider: None, centerline only Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential area. Single-family homes front the roadway, with several residential properies with direct driveway access to the street. 5' wide sidewalks are presented in both directions. On-street parking is allowed.

Comments: The nearest increment of 85th percentile speed is 30 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane collector street, no centerline divider. Seven unsignalized intersections through the segment, four are all-way stop-controlled, and three are T-intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM
Capital Improvement Manager
108

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: Westacre Road City Index Number: 114
Survey Limits: between Michigan Boulevard and West Capitol Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/2/2022 Survey Day: Wednesday
Survey Time: 9:00 AM-10:30 AM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 103
Critical Speed (85th Percentile): 28 MPH 50th Percentile Speed: 25 MPH Pace Speed: 20 MPH To 29 MPH
In Pace: 88.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 1,717
Length of Segment (In Feet): 1,056
C. Collision History
Number of Collisions (PD) [Jan.18 - Dec.20]: 31
Number of Collisions (SWITRS) [Jan.2018-Dec.2020]: 23
Accident Rate (Acc/MVM): 61.17
Statewide Avg. Accident
Rate for Comparable Street
(Acc/MVM):

1.46 D. Roadway Conditions
Roadway Type: Local Center Divider: None, double-yellow centerline Roadway Width: 40' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential and commercial area. A large number of single-family homes, grocery and fast food front the roadway, and have direct driveway access to the street. 5' wide sidewalks are present in both directions. On-street parking may be allowed.

Comments: The nearest increment of 85th percentile speed is 30 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 40' wide, two-lane local street, striped double-yellow centerline. Five unsignalized intersections through the segment, which are all-way stop-controlled. Bike lanes are not present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM
Capital Improvement Manager
109

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: 3rd Street City Index Number: 115
Survey Limits: between B Street and West Capitol Avenue.

Direction of Travel: Northbound/Southbound
Survey Date: 3/23/2022 Survey Day: Wednesday
Survey Time: 10:40 AM-12:05 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 102
Critical Speed (85th Percentile): 28 MPH 50th Percentile Speed: 23 MPH Pace Speed: 19 MPH To 28 MPH
In Pace: 80.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 2,296
Length of Segment (In Feet): 4,752
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 55' # of lanes: 2
Speed Limit Change? NO
Existing Speed Limit: 25 MPH Recommended Speed Limit: 25 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The segment runs through a residential and commercial area in the business district. Single-family homes, government buildings, and restaurants front the roadway, and several uses have driveways with street access. 5' wide sidewalks are present in both directions. Onstreet parking is allowed.

Comments: The nearest increment of 85th percentile speed is 30 mph. Per Option 2 of Section 2B.13 of CA MUTCD 2014, round-down of reported 85th percentile speed to nearest 5-mph increment is supportable, if no further reduction is taken. Recommendation is to retain the existing posted speed limit of 25 mph.

Roadway Geometrics: 55' wide, two-lane collector street and centerline divider. Three unsignalized intersections through the segment, one is all-way stop-controlled, and two are T-intersections. The intersections with Tower Bridge Gateway, G St, F St, E St, and C St are all signalized intersections. Bike lanes are not present in either direction.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC Capital Improvement Manager 2/27/2023 | 9:29:44 AM PS
110

CITY OF WEST SACRAMENTO

ENGINEERING AND TRAFFIC SURVEY
Roadway Surveyed: 15th Street City Index Number: 118
Survey Limits: between Jefferson Boulevard and South River Road.

Direction of Travel: Westbound/Eastbound
Survey Date: 3/18/2022 Survey Day: Friday
Survey Time: 12:00 PM-1:00 PM Field Observer: NDS
A. Prevailing Speed Data
# Speed Data Collected: 162
Critical Speed (85th Percentile): 36 MPH 50th Percentile Speed: 32 MPH Pace Speed: 27 MPH To 36 MPH
In Pace: 81.0%
Existing Speed Limit: 25 MPH
B. Traffic Factors
Average Daily Traffic (ADT): 5,308
Length of Segment (In Feet): 1,056
C. Roadway Conditions
Roadway Type: Low Access control Arterial Center Divider: None, centerline only Roadway Width: 47' # of lanes: 2
Speed Limit Change? YES
Existing Speed Limit: 25 MPH Recommended Speed Limit: 30 MPH `
Title: Senior Project Manager Date: 11/18/2022
Approved and Authorized for release by The City of West Sacramento Capital Projects and Transportation Department.

Title: Date:

Signed: Ravi Narayanan, PE, TE
Signed:

Factors
Roadside Development: The short segment runs through an industrial/commercial parcels fronting on either side of the road, mid-block driveway access is allowed. Property setbacks are approximately 25 feet from the edge of the roadway. 5' wide sidewalk is present in one direction, on-street parking may not be allowed.

Comments: Nearest 5 mph increment of the critical speed is 35 mph. However, a reduction of 5 mph (per Option 1 of Section 2B.13 of CA MUTCD 2014) is recommended based on conditions not readily apparent to the driver (bike/pedestrian considerations). Recommendation is to revise the posted speed limit to 30 mph.

Roadway Geometrics: 47' wide, low access control arterial road, and striped double-yellow centerline divider. A traffic signalized intersection and one unsignalized intersection on the segment. Bike lanes are present in both directions.

This survey conforms to Section 627 and 22358.5 of the California Vehicle Code and Section 2B.13 of the California MUTCD 2014 and recommends a speed limit appropriate to facilitate the safe and orderly movement of traffic.

I hear by attest that the foregoing is a true and correct copy of the original document on file at the Capital Projects and Transportation Department of the City of West Sacramento.

DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 2/27/2023 | 9:29:44 AM
Capital Improvement Manager
111
Appendix Exhibit D

1. Spot Speed Surveys – National Data & Surveying Services (NDS) DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 112
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 2
23 4
24 6
25 8
26 11
27 13
28 11
29 9
30 7
31 8
32 6
33 4
34 3
35 3
36 1
37 38 1
39 2
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 20 - 39 28 mph 32 mph 23 - 32 83 81% 4% / 5 14% / 14

SPEED PARAMETERS
Anna St Bet. Bryte Ave & Kegle Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
10:15-11:55
3/2/2022
Project #: 22-070044-001
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 113
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 2
16 17 6
18 5
19 5
20 8
21 10
22 5
23 7
24 3
25 6
26 2
27 2
28 1
29 1
30 31 2
32 1
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 66 15 - 32 21 mph 25 mph 17 - 26 57 86% 3% / 2 11% / 7

SPEED PARAMETERS
Boatman Ave Bet. Industrial Blvd & Terminal St
City of West Sacramento
Eastbound & Westbound Spot Speeds
11:00-13:00
3/9/2022
Project #: 22-070044-002
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 114
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 20 3
21 1
22 2
23 5
24 7
25 11
26 9
27 13
28 11
29 8
30 9
31 5
32 4
33 7
34 4
35 1
36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 17 - 36 27 mph 32 mph 24 - 33 84 82% 12% / 13 6% / 6

SPEED PARAMETERS
Bryte Ave Bet. Riverbank Rd & Sacramento Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
12:45-13:55
3/3/2022
Project #: 22-070044-003
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 115
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 1
21 1
22 1
23 3
24 6
25 15
26 6
27 16
28 10
29 16
30 20
31 13
32 21
33 10
34 8
35 12
36 11
37 7
38 11
39 4
40 5
41 1
42 3
43 44 2
45 2
46 47
48 1
49 50 1
51 52 1
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 209 18 - 52 31 mph 37 mph 27 - 36 137 66% 16% / 34 19% / 38

SPEED PARAMETERS
C St Bet. 5th St & East City Limit
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:30-13:30
3/8/2022
Project #: 22-070044-004
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 116
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 2
23 2
24 4
25 5
26 5
27 7
28 8
29 3
30 7
31 8
32 12
33 4
34 10
35 6
36 3
37 1
38 39 3
40 2
41 2
42 4
43 2
44 2
45 46
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 21 - 47 31 mph 39 mph 26 - 35 70 67% 14% / 15 20% / 20

SPEED PARAMETERS
Carlin Dr Bet. Oates Dr & Ramco St
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:00-13:15
3/9/2022
Project #: 22-070044-005
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 117
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 1
22 4
23 5
24 6
25 10
26 14
27 13
28 10
29 9
30 7
31 5
32 4
33 4
34 2
35 2
36 2
37 1
38 39
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 21 - 41 27 mph 32 mph 22 - 31 83 83% 1% / 1 16% / 16

SPEED PARAMETERS
Carrie St Bet. Bryte Ave & Kegle Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
13:15-14:15
3/2/2022
Project #: 22-070044-006
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 118
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 2
24 4
25 7
26 4
27 3
28 3
29 9
30 9
31 8
32 8
33 9
34 7
35 11
36 7
37 5
38 4
39 3
40 1
41 4
42 43 1
44 1
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 23 - 44 32 mph 37 mph 29 - 38 77 70% 20% / 23 10% / 10

SPEED PARAMETERS
Cebrian St Bet. Del Monte St & Stone Blvd
City of West Sacramento
Northbound & Southbound Spot Speeds
10:35-12:35
3/8/2022
Project #: 22-070044-007
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 119
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 2
20 1
21 22
23 24 3
25 5
26 6
27 3
28 3
29 5
30 7
31 9
32 7
33 8
34 7
35 10
36 8
37 3
38 3
39 5
40 3
41 4
42 43 1
44 45 1
46 2
47 48
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 19 - 49 33 mph 39 mph 27 - 36 67 63% 15% / 17 22% / 23

SPEED PARAMETERS
Channel Dr Bet. Seaport Blvd & Channel Dr (West End)
City of West Sacramento
Eastbound & Westbound Spot Speeds
14:30-16:00
3/17/2022
Project #: 22-070044-008
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 120
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 4
19 1
20 5
21 1
22 4
23 1
24 1
25 6
26 3
27 28 3
29 30 3
31 32 3
33 1
34 35 1
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 39 17 - 37 25 mph 32 mph 17 - 26 27 69% 0% / 0 31% / 12

SPEED PARAMETERS
Commerce Dr Bet. Commerce Dr West End & Commerce Dr East End City of West Sacramento
Eastbound & Westbound Spot Speeds
11:00-13:00
3/3/2022
Project #: 22-070044-009
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 121
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 21
22 23
24 2
25 3
26 27
28 2
29 4
30 31
32 1
33 34
35 5
36 2
37 38
39 2
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 22 19 - 39 29 mph 36 mph 27 - 36 14 64% 27% / 6 10% / 2

SPEED PARAMETERS
Davis Rd Bet. Seymour Ave & Jefferson Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:30-11:30
3/23/2022
Project #: 22-070044-010
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 122
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 2
21 1
22 1
23 5
24 4
25 6
26 16
27 11
28 12
29 11
30 10
31 7
32 12
33 4
34 2
35 1
36 2
37 38
39 1
40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 18 - 40 28 mph 32 mph 23 - 32 94 85% 4% / 5 10% / 11

SPEED PARAMETERS
Douglas St Bet. Lighthouse Dr & Sacramento Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
13:45-15:10
3/8/2022
Project #: 22-070044-011
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 123
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 3
16 17 2
18 10
19 5
20 6
21 22 9
23 2
24 6
25 12
26 9
27 6
28 9
29 3
30 5
31 6
32 7
33 2
34 2
35 36 1
37 2
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 107 15 - 37 25 mph 31 mph 22 - 31 67 63% 24% / 26 14% / 14

SPEED PARAMETERS
Duluth St Bet. Galveston St & Harbor Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
13:10-14:40
3/3/2022
Project #: 22-070044-012
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 124
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 1
24 3
25 5
26 1
27 5
28 3
29 7
30 11
31 8
32 9
33 11
34 7
35 13
36 3
37 6
38 5
39 2
40 4
41 1
42 1
43 2
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 108 23 - 43 33 mph 37 mph 29 - 38 80 74% 16% / 18 10% / 10

SPEED PARAMETERS
Evergreen Ave Bet. Pine Ave & Harbor Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:35-14:00
3/10/2022
Project #: 22-070044-013
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 125
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 2
24 5
25 9
26 6
27 9
28 11
29 10
30 15
31 16
32 8
33 7
34 2
35 9
36 3
37 6
38 2
39 2
40 2
41 1
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 127 23 - 43 30 mph 35 mph 24 - 33 96 76% 1% / 2 23% / 29

SPEED PARAMETERS
Evergreen Ave Bet. Harbor Blvd & Coke St
City of West Sacramento
Eastbound & Westbound Spot Speeds
11:05-12:30
3/10/2022
Project #: 22-070044-014
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 126
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 1
22 4
23 4
24 5
25 7
26 2
27 2
28 1
29 1
30 2
31 2
32 33 1
34 35 2
36 37
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 37 20 - 39 25 mph 31 mph 22 - 31 30 81% 8% / 3 11% / 4

SPEED PARAMETERS
Front St Bet. Shore St & Terminal St
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:00-11:00
3/10/2022
Project #: 22-070044-015
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 127
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 17 1
18 4
19 20 3
21 1
22 4
23 12
24 4
25 12
26 8
27 10
28 4
29 5
30 10
31 3
32 5
33 2
34 2
35 4
36 1
37 1
38 39 2
40 41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 15 - 41 26 mph 32 mph 23 - 32 73 73% 14% / 14 13% / 13

SPEED PARAMETERS
Galveston St Bet. Duluth St & Canal St
City of West Sacramento
Northbound & Southbound Spot Speeds
09:00-11:00
3/3/2022
Project #: 22-070044-016
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 128
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 2
25 3
26 2
27 2
28 3
29 4
30 3
31 32 10
33 3
34 3
35 2
36 2
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 39 24 - 36 32 mph 34 mph 25 - 34 33 85% 5% / 2 11% / 4

SPEED PARAMETERS
Golden Gate Dr Bet. Oakland Bay Dr & Promenade St
City of West Sacramento
Northbound & Southbound Spot Speeds
09:10-11:10
3/10/2022
Project #: 22-070044-017
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 129
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 25 3
26 3
27 6
28 10
29 6
30 14
31 8
32 4
33 9
34 8
35 6
36 9
37 8
38 1
39 40
41 2
42 2
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 22 - 43 31 mph 36 mph 28 - 37 82 80% 13% / 14 6% / 6

SPEED PARAMETERS
Golden Gate Dr Bet. Promenade St & Marshall Rd
City of West Sacramento
Northbound & Southbound Spot Speeds
10:30-11:45
3/15/2022
Project #: 22-070044-018
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 130
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 1
34 1
35 3
36 4
37 6
38 4
39 6
40 8
41 10
42 7
43 9
44 9
45 6
46 8
47 6
48 7
49 6
50 6
51 3
52 3
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 113 33 - 52 43 mph 49 mph 39 - 48 76 67% 16% / 19 16% / 18

SPEED PARAMETERS
Gregory Ave Bet. Bevan Rd & S River Rd
City of West Sacramento
Northbound & Southbound Spot Speeds
12:40-13:45
3/10/2022
Project #: 22-070044-019
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 131
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 1
21 2
22 1
23 1
24 3
25 1
26 27 3
28 29 3
30 31
32 2
33 2
34 35 5
36 37
38 1
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 25 20 - 38 29 mph 35 mph 20 - 29 15 60% 0% / 0 40% / 10

SPEED PARAMETERS
Harmon Rd Bet. Jefferson Blvd & Antioch Ave
City of West Sacramento
Eastbound & Westbound Spot Speeds
11:35-13:35
3/24/2022
Project #: 22-070044-020
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 132
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 22 3
23 2
24 2
25 8
26 3
27 1
28 1
29 1
30 31
32 33
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 23 20 - 29 25 mph 26 mph 20 - 29 23 100% 0% / 0 0% / 0

SPEED PARAMETERS
Hart Ave Bet. Allen Ave & Higgins Rd
City of West Sacramento
Northbound & Southbound Spot Speeds
14:00-16:00
3/24/2022
Project #: 22-070044-021
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 133
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 1
18 1
19 20 4
21 1
22 8
23 5
24 9
25 15
26 11
27 11
28 9
29 5
30 3
31 6
32 3
33 1
34 3
35 3
36 37 1
38 39
40 1
41 42
43 1
44 1
45 1
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 104 17 - 45 26 mph 31 mph 22 - 31 82 79% 6% / 7 15% / 15

SPEED PARAMETERS
Houston St Bet. W Capitol Ave & Duluth St
City of West Sacramento
Northbound & Southbound Spot Speeds
11:10-12:55
3/3/2022
Project #: 22-070044-022
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 134
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 2
21 1
22 4
23 4
24 3
25 7
26 9
27 6
28 10
29 10
30 14
31 7
32 8
33 4
34 1
35 4
36 3
37 2
38 1
39 1
40 41
42 1
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 20 - 43 29 mph 33 mph 23 - 32 78 76% 6% / 7 18% / 18

SPEED PARAMETERS
Higgins Rd Bet. Linden Rd & Hart Ave
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:45-11:45
3/24/2022
Project #: 22-070044-023
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 135
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 1
20 3
21 4
22 3
23 7
24 11
25 18
26 7
27 5
28 9
29 6
30 5
31 6
32 6
33 4
34 1
35 4
36 1
37 1
38 2
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 105 19 - 40 26 mph 32 mph 23 - 32 80 76% 10% / 11 14% / 14

SPEED PARAMETERS
Higgins Rd Bet. Hart Ave & Jefferson Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:00-14:00
3/23/2022
Project #: 22-070044-024
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 136
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28 1
29 1
30 3
31 4
32 5
33 8
34 8
35 10
36 9
37 10
38 12
39 14
40 11
41 11
42 9
43 7
44 6
45 4
46 1
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 135 28 - 47 38 mph 42 mph 33 - 42 102 76% 10% / 14 15% / 19

SPEED PARAMETERS
Jefferson Blvd Bet. W Capitol Ave & 15th St
City of West Sacramento
Northbound & Southbound Spot Speeds
10:45-11:45
3/17/2022
Project #: 22-070044-025
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 137
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 55 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 1
42 43
44 1
45 4
46 4
47 4
48 5
49 4
50 5
51 6
52 10
53 10
54 8
55 8
56 5
57 5
58 6
59 3
60 3
61 2
62 3
63 2
64 2
65 1
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 41 - 65 53 mph 59 mph 49 - 58 67 66% 18% / 19 16% / 16

SPEED PARAMETERS
Jefferson Blvd Bet. Davis Rd & Southport Pkwy
City of West Sacramento
Northbound & Southbound Spot Speeds
11:25-12:30
3/15/2022
Project #: 22-070044-026
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 138
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 20 8
21 3
22 4
23 7
24 8
25 17
26 16
27 11
28 14
29 3
30 10
31 3
32 4
33 1
34 4
35 36 1
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 117 18 - 36 26 mph 30 mph 21 - 30 93 79% 9% / 11 12% / 13

SPEED PARAMETERS
Lighthouse Dr Bet. Fountain Dr & Kegle Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
10:25-12:10
3/9/2022
Project #: 22-070044-030
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 139
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 17 4
18 5
19 7
20 10
21 12
22 9
23 8
24 6
25 6
26 8
27 2
28 4
29 2
30 2
31 32
33 34
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 87 15 - 35 22 mph 26 mph 17 - 26 75 86% 1% / 1 13% / 11

SPEED PARAMETERS
Maple St Bet. W Capitol Ave & Michigan Blvd
City of West Sacramento
Northbound & Southbound Spot Speeds
12:20-14:20
3/31/2022
Project #: 22-070044-032
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 140
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 1
32 1
33 1
34 1
35 2
36 5
37 7
38 6
39 12
40 9
41 10
42 9
43 8
44 8
45 5
46 3
47 4
48 4
49 3
50 2
51 2
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 31 - 51 41 mph 46 mph 36 - 45 79 77% 5% / 6 18% / 18

SPEED PARAMETERS
Marshall Rd Bet. Marshall West End & Golden Gate Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:45-13:45
3/15/2022
Project #: 22-070044-033
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 141
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 2
20 4
21 5
22 7
23 8
24 7
25 10
26 6
27 8
28 11
29 9
30 7
31 4
32 7
33 2
34 3
35 1
36 37 1
38 39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 106 18 - 39 27 mph 31 mph 21 - 30 78 74% 8% / 9 18% / 19

SPEED PARAMETERS
Michigan Blvd Bet. Pecan St & Jefferson Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:50-14:50
3/3/2022
Project #: 22-070044-036
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 142
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 7
21 3
22 6
23 5
24 8
25 13
26 7
27 8
28 20
29 9
30 7
31 11
32 1
33 2
34 2
35 2
36 37 1
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 20 - 37 27 mph 31 mph 22 - 31 94 84% 8% / 10 8% / 8

SPEED PARAMETERS
Michigan Blvd Bet. Portsmouth Ave & Jefferson Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:00-10:20
3/9/2022
Project #: 22-070044-037
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 143
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 45 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 1
23 1
24 1
25 2
26 1
27 1
28 3
29 3
30 2
31 5
32 4
33 4
34 8
35 7
36 5
37 7
38 5
39 7
40 7
41 5
42 7
43 5
44 3
45 4
46 3
47 2
48 2
49 2
50 2
51 1
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 110 22 - 51 37 mph 44 mph 34 - 43 63 57% 25% / 28 18% / 19

SPEED PARAMETERS
N Harbor Blvd Bet. Riverbank Rd & Reed Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
14:30-15:30
3/3/2022
Project #: 22-070044-038
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 144
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 3
21 1
22 4
23 9
24 8
25 18
26 10
27 7
28 8
29 2
30 9
31 8
32 5
33 2
34 6
35 4
36 2
37 2
38 1
39 1
40 41
42 1
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 18 - 42 27 mph 34 mph 23 - 32 84 75% 8% / 9 17% / 19

SPEED PARAMETERS
Northport Dr Bet. Commerce Dr & W Capitol Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
13:30-14:45
3/3/2022
Project #: 22-070044-040
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 145
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 2
26 1
27 1
28 4
29 6
30 10
31 5
32 8
33 11
34 9
35 16
36 6
37 12
38 11
39 1
40 5
41 2
42 1
43 2
44 1
45 46
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 115 25 - 47 35 mph 38 mph 29 - 38 94 82% 6% / 8 12% / 13

SPEED PARAMETERS
Oakland Bay Dr Bet. Southport Pkwy & Golden Gate Dr
City of West Sacramento
Eastbound & Westbound Spot Speeds
11:55-13:55
3/23/2022
Project #: 22-070044-041
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 146
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 4
20 21
22 6
23 8
24 25 3
26 5
27 2
28 6
29 13
30 8
31 5
32 8
33 10
34 2
35 3
36 2
37 11
38 39 1
40 2
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 100 19 - 41 30 mph 36 mph 28 - 37 68 68% 28% / 28 4% / 4

SPEED PARAMETERS
Oates St Bet. Carlin Dr & Ramos Dr
City of West Sacramento
Northbound & Southbound Spot Speeds
11:05-13:05
3/8/2022
Project #: 22-070044-042
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 147
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14 1
15 1
16 3
17 3
18 3
19 5
20 7
21 5
22 7
23 5
24 7
25 8
26 9
27 6
28 6
29 2
30 2
31 2
32 33 1
34 1
35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 85 14 - 35 24 mph 28 mph 19 - 28 65 76% 12% / 11 11% / 9

SPEED PARAMETERS
Pine Ave Bet. W Capitol Ave & Evergreen Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
10:30-12:30
3/15/2022
Project #: 22-070044-044
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 148
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 20 1
21 2
22 5
23 10
24 12
25 20
26 14
27 10
28 14
29 7
30 4
31 5
32 4
33 2
34 1
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 112 18 - 34 26 mph 29 mph 22 - 31 101 90% 3% / 4 7% / 7

SPEED PARAMETERS
Poplar Ave Bet. Evergreen Ave & Michigan Blvd
City of West Sacramento
Northbound & Southbound Spot Speeds
12:25-14:25
3/16/2022
Project #: 22-070044-045
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 149
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 3
21 3
22 6
23 5
24 7
25 9
26 7
27 10
28 11
29 7
30 6
31 4
32 3
33 3
34 4
35 4
36 2
37 38
39 1
40 1
41 1
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 97 20 - 41 27 mph 33 mph 22 - 31 72 74% 6% / 6 20% / 19

SPEED PARAMETERS
Port St Bet. Shore St & Terminal St
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:00-11:00
3/9/2022
Project #: 22-070044-046
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 150
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 5
23 24 3
25 8
26 2
27 11
28 6
29 8
30 11
31 8
32 7
33 15
34 5
35 10
36 3
37 7
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 109 22 - 37 31 mph 35 mph 27 - 36 84 77% 16% / 18 7% / 7

SPEED PARAMETERS
Promenade St Bet. Ramos Dr & Golden Gate Dr
City of West Sacramento
Northbound & Southbound Spot Speeds
11:15-12:25
3/10/2022
Project #: 22-070044-047
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 151
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 2
28 2
29 1
30 2
31 2
32 4
33 5
34 5
35 10
36 9
37 8
38 12
39 6
40 11
41 9
42 9
43 5
44 6
45 1
46 2
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 27 - 46 38 mph 42 mph 35 - 44 85 77% 20% / 23 3% / 3

SPEED PARAMETERS
Ramco St Bet. Southport Pkwy & Ramco St South End
City of West Sacramento
Northbound & Southbound Spot Speeds
14:00-15:00
3/15/2022
Project #: 22-070044-048
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 152
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 2
19 4
20 3
21 3
22 23 5
24 1
25 2
26 8
27 8
28 4
29 1
30 5
31 7
32 4
33 8
34 4
35 36 1
37 2
38 3
39 1
40 4
41 42
43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 81 18 - 43 29 mph 34 mph 25 - 34 51 63% 22% / 18 15% / 12

SPEED PARAMETERS
Ramos Dr Bet. Oates St & Promenade St
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:00-11:00
3/8/2022
Project #: 22-070044-049
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 153
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 2
22 2
23 4
24 6
25 7
26 7
27 6
28 8
29 8
30 5
31 5
32 5
33 2
34 1
35 36 1
37 38
39 1
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 70 21 - 39 28 mph 31 mph 23 - 32 61 87% 5% / 4 8% / 5

SPEED PARAMETERS
Riverbank Rd Bet. N Harbor Rd & Bryte Ave
City of West Sacramento
Eastbound & Westbound Spot Speeds
09:15-11:15
3/3/2022
Project #: 22-070044-051
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 154
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 1
27 28 4
29 5
30 3
31 7
32 6
33 4
34 8
35 9
36 10
37 7
38 12
39 10
40 7
41 10
42 7
43 3
44 6
45 5
46 2
47 1
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 128 25 - 47 37 mph 42 mph 33 - 42 84 66% 21% / 27 14% / 17

SPEED PARAMETERS
Seaport Blvd Bet. Seaport Blvd West End & Parkway Blvd
City of West Sacramento
Eastbound & Westbound Spot Speeds
15:15-16:15
3/15/2022
Project #: 22-070044-052
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 155
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22 4
23 6
24 8
25 9
26 7
27 8
28 8
29 7
30 9
31 6
32 6
33 7
34 8
35 7
36 4
37 2
38 1
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 108 22 - 40 29 mph 34 mph 24 - 33 75 69% 9% / 10 22% / 23

SPEED PARAMETERS
Shore St Bet. Front St & Del Monte St
City of West Sacramento
Northbound & Southbound Spot Speeds
13:15-15:15
3/9/2022
Project #: 22-070044-053
0 5 10
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 156
Spot Speed Study
Prepared by: National Data & Surveying Services
Eastbound & Westbound
DATE: Location:

TIME: Posted Speed: 35 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
26 27
28 2
29 6
30 5
31 11
32 11
33 11
34 9
35 14
36 12
37 10
38 11
39 9
40 7
41 8
42 5
43 3
44 2
45 2
46 1
47 48
49 1
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 141 25 - 49 36 mph 41 mph 31 - 40 105 74% 9% / 14 16% / 22

SPEED PARAMETERS
Stonegate Dr Bet. Lake Washington Blvd & Village Pkwy
City of West Sacramento
Eastbound & Westbound Spot Speeds
10:30-11:30
3/10/2022
Project #: 22-070044-058
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 157
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: None Clear/Dry
Speed
mph ALL Vehicles
<=10
11 3
12 7
13 4
14 16
15 10
16 19
17 8
18 8
19 4
20 1
21 22 1
23 24
25 26
27 28
29 30
31 32
33 34
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 81 11 - 22 16 mph 18 mph 11 - 20 80 99% 0% / 0 2% / 1

SPEED PARAMETERS
Sutter St Bet. W Capitol Ave & Sutter St North End
City of West Sacramento
Northbound & Southbound Spot Speeds
10:10-12:10
3/8/2022
Project #: 22-070044-059
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 158
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 6
20 11
21 3
22 12
23 15
24 4
25 16
26 5
27 7
28 13
29 8
30 10
31 2
32 4
33 1
34 35 1
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 118 19 - 35 25 mph 30 mph 20 - 29 94 80% 5% / 6 16% / 18

SPEED PARAMETERS
Sycamore Ave Bet. W Capitol Ave & Evergreen Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
10:30-11:45
3/9/2022
Project #: 22-070044-060
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 159
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 30 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20 7
21 4
22 6
23 7
24 5
25 14
26 4
27 7
28 6
29 2
30 7
31 8
32 6
33 3
34 3
35 9
36 1
37 3
38 2
39 2
40 1
41 42 2
43 2
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 111 20 - 43 28 mph 35 mph 22 - 31 66 59% 9% / 11 31% / 34

SPEED PARAMETERS
Terminal St Bet. Del Monte St & Industrial Blvd
City of West Sacramento
Northbound & Southbound Spot Speeds
09:00-10:20
3/8/2022
Project #: 22-070044-061
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 160
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 1
19 2
20 3
21 5
22 8
23 10
24 8
25 13
26 13
27 14
28 8
29 8
30 4
31 1
32 3
33 34 2
35 36
37 38
39 40
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 18 - 34 26 mph 29 mph 21 - 30 91 88% 5% / 6 6% / 6

SPEED PARAMETERS
Todhunter Ave Bet. Anna St & Sacramento Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
14:25-15:35
3/2/2022
Project #: 22-070044-062
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 161
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18 3
19 1
20 14
21 8
22 7
23 8
24 2
25 20
26 6
27 2
28 19
29 5
30 2
31 1
32 2
33 1
34 35
36 37
38 1
39 40 1
41 42
43 44
45 46
47 48
49 50
51 52
53 54
55 56
57 58
59 60
61 62
63 64
65 66
67 68
69 >=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 103 18 - 40 25 mph 28 mph 20 - 29 91 88% 3% / 4 8% / 8

SPEED PARAMETERS
Westacre Rd Bet. Michigan Blvd & W Capitol Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
09:00-10:30
3/2/2022
Project #: 22-070044-069
0 5 10 15 20 25
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 162
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 1
16 17 3
18 5
19 6
20 11
21 7
22 11
23 12
24 11
25 5
26 6
27 7
28 6
29 3
30 4
31 2
32 1
33 1
34 35
36 37
38 39
40 41
42 43
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 102 15 - 33 23 mph 28 mph 19 - 28 82 80% 8% / 9 11% / 11

SPEED PARAMETERS
3rd St Bet. B St & W Capitol Ave
City of West Sacramento
Northbound & Southbound Spot Speeds
10:40-12:05
3/23/2022
Project #: 22-070044-070
0 5 10 15
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 163
Spot Speed Study
Prepared by: National Data & Surveying Services
Northbound & Southbound
DATE: Location:

TIME: Posted Speed: 25 MPH Clear/Dry
Speed
mph ALL Vehicles
<=10
11 12
13 14
15 16
17 18
19 20
21 22
23 24 1
25 4
26 4
27 8
28 14
29 15
30 14
31 15
32 16
33 14
34 14
35 13
36 9
37 6
38 5
39 5
40 3
41 1
42 43 1
44 45
46 47
48 49
50 51
52 53
54 55
56 57
58 59
60 61
62 63
64 65
66 67
68 69
>=70
Class Count Range
50th
Percentile
85th
Percentile
10 MPH
Pace # in Pace
Percent in
Pace % / # Below Pace % / # Above Pace
ALL 162 24 - 43 32 mph 36 mph 27 - 36 132 81% 5% / 9 13% / 21

SPEED PARAMETERS
15th St Bet. Jefferson Blvd & S River Rd
City of West Sacramento
Eastbound & Westbound Spot Speeds
12:00-13:00
3/18/2022
Project #: 22-070044-071
0 5 10 15 20
70 68
66 64
62 60
58 56
54 52
50 48
46 44
42 40
38 36
34 32
30 28
26 24
22 20
18 16
14 12
10 Speed - MPH
Number of Vehicles
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 164
Appendix Exhibit E

1. Traffic Volume Data – National Data & Surveying Services (NDS) DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 165
Day: City: West Sacramento
Date: Project #: 22_070043_001

NB SB EB WB
0 0 1,189 1,090
AM Period NB SB EB WB NB SB EB WB
00:00 3 0 3 12 13 25
00:15 4 0 4 13 14 27
00:30 1 0 1 18 16 34
00:45 3 11 0 3 11 16 59 7 50 23 109
01:00 3 0 3 18 11 29
01:15 1 2 3 12 33 45
01:30 1 5 6 18 13 31
01:45 0 5 1 8 1 13 11 59 23 80 34 139
02:00 0 1 1 17 24 41
02:15 0 1 1 31 19 50
02:30 1 0 1 21 27 48
02:45 2 3 0 2 2 5 32 101 28 98 60 199
03:00 0 1 1 32 20 52
03:15 1 0 1 24 24 48
03:30 3 0 3 21 11 32
03:45 1 5 0 1 1 6 18 95 22 77 40 172
04:00 3 1 4 20 21 41
04:15 4 2 6 24 18 42
04:30 3 1 4 22 22 44
04:45 3 13 1 5 4 18 15 81 31 92 46 173
05:00 3 2 5 15 40 55
05:15 4 1 5 21 31 52
05:30 9 0 9 31 18 49
05:45 10 26 2 5 12 31 17 84 22 111 39 195
06:00 8 2 10 45 19 64
06:15 5 3 8 22 17 39
06:30 6 6 12 19 33 52
06:45 7 26 7 18 14 44 16 102 41 110 57 212
07:00 10 10 20 15 17 32
07:15 23 5 28 9 16 25
07:30 44 7 51 14 9 23
07:45 47 124 14 36 61 160 13 51 9 51 22 102
08:00 25 38 63 31 12 43
08:15 29 38 67 14 12 26
08:30 20 29 49 10 5 15
08:45 18 92 22 127 40 219 8 63 7 36 15 99
09:00 10 15 25 9 12 21
09:15 17 8 25 9 13 22
09:30 9 7 16 2 7 9
09:45 9 45 13 43 22 88 9 29 3 35 12 64
10:00 7 5 12 6 3 9
10:15 9 15 24 5 3 8
10:30 12 12 24 5 4 9
10:45 10 38 11 43 21 81 3 19 3 13 6 32
11:00 17 10 27 4 2 6
11:15 12 15 27 2 1 3
11:30 9 9 18 1 2 3
11:45 11 49 9 43 20 92 2 9 1 6 3 15
TOTALS 437 331 768 752 759 1511
SPLIT % 56.9% 43.1% 33.7% 49.8% 50.2% 66.3%

NB SB EB WB
0 0 1,189 1,090
AM Peak Hour 07:30 08:00 07:30 14:15 16:30 18:00
AM Pk Volume 145 127 242 116 124 212
Pk Hr Factor 0.771 0.836 0.903 0.906 0.775 0.828
7 - 9 Volume 0 0 216 163 379 0 0 165 203 368
7 - 9 Peak Hour 07:30 08:00 07:30 17:00 16:30 16:45
7 - 9 Pk Volume 0 0 145 127 242 0 0 84 124 202
Pk Hr Factor 0.000 0.000 0.771 0.836 0.903 0.000 0.000 0.677 0.775 0.918 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,279

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Anna St Bet. Bryte Ave & Kegle Dr
21:30
21:45
22:00
Total
2,279
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/2/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 166
Day: City: West Sacramento
Date: Project #: CA22_070043_002

NB SB EB WB
0 0 314 261
AM Period NB SB EB WB NB SB EB WB
00:00 0 0 0 8 5 13
00:15 1 0 1 9 13 22
00:30 1 0 1 2 10 12
00:45 0 2 0 0 2 10 29 3 31 13 60
01:00 0 0 0 5 6 11
01:15 0 0 0 17 5 22
01:30 1 1 2 12 2 14
01:45 0 1 0 1 0 2 5 39 8 21 13 60
02:00 0 0 0 6 7 13
02:15 0 0 0 5 1 6
02:30 1 0 1 5 5 10
02:45 0 1 0 0 1 11 27 4 17 15 44
03:00 0 1 1 4 8 12
03:15 0 0 0 5 4 9
03:30 0 0 0 6 1 7
03:45 3 3 0 1 3 4 8 23 2 15 10 38
04:00 0 1 1 4 5 9
04:15 2 0 2 2 3 5
04:30 1 1 2 3 3 6
04:45 3 6 6 8 9 14 2 11 1 12 3 23
05:00 0 1 1 3 6 9
05:15 0 0 0 6 5 11
05:30 0 0 0 8 3 11
05:45 6 6 0 1 6 7 2 19 2 16 4 35
06:00 3 4 7 1 6 7
06:15 3 1 4 3 2 5
06:30 2 3 5 1 8 9
06:45 7 15 3 11 10 26 5 10 5 21 10 31
07:00 9 3 12 1 1 2
07:15 1 4 5 0 4 4
07:30 3 4 7 0 3 3
07:45 1 14 2 13 3 27 1 2 5 13 6 15
08:00 3 2 5 4 2 6
08:15 1 2 3 0 1 1
08:30 8 2 10 2 1 3
08:45 4 16 0 6 4 22 0 6 0 4 0 10
09:00 6 6 12 1 3 4
09:15 0 3 3 2 5 7
09:30 2 0 2 3 3 6
09:45 3 11 2 11 5 22 0 6 0 11 0 17
10:00 4 5 9 0 2 2
10:15 6 4 10 0 0 0
10:30 14 6 20 0 2 2
10:45 11 35 6 21 17 56 0 0 4 0 4
11:00 6 4 10 0 3 3
11:15 5 6 11 0 0 0
11:30 13 3 16 2 1 3
11:45 6 30 6 19 12 49 0 2 0 4 0 6
TOTALS 140 92 232 174 169 343
SPLIT % 60.3% 39.7% 40.3% 50.7% 49.3% 59.7%

NB SB EB WB
0 0 314 261
AM Peak Hour 10:15 11:45 11:30 12:45 12:15 13:15
AM Pk Volume 37 34 63 44 32 62
Pk Hr Factor 0.661 0.654 0.716 0.647 0.615 0.705
7 - 9 Volume 0 0 30 19 49 0 0 30 28 58
7 - 9 Peak Hour 08:00 07:00 07:00 16:45 17:00 17:00
7 - 9 Pk Volume 0 0 16 13 27 0 0 19 16 35
Pk Hr Factor 0.000 0.000 0.500 0.813 0.563 0.000 0.000 0.594 0.667 0.795 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
575

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Boatman Ave Bet. Industrial Blvd & Terminal St
21:30
21:45
22:00
Total
575
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/7/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 167
Day: City: West Sacramento
Date: Project #: 22_070043_003

NB SB EB WB
1,873 1,840 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 0 1 1 28 24 52
00:15 6 2 8 18 24 42
00:30 5 3 8 28 22 50
00:45 4 15 0 6 4 21 24 98 21 91 45 189
01:00 2 1 3 28 24 52
01:15 2 1 3 38 29 67
01:30 1 5 6 29 26 55
01:45 1 6 2 9 3 15 18 113 23 102 41 215
02:00 1 1 2 39 35 74
02:15 0 1 1 51 33 84
02:30 0 1 1 51 41 92
02:45 2 3 2 5 4 8 41 182 28 137 69 319
03:00 1 3 4 30 29 59
03:15 2 1 3 30 24 54
03:30 0 4 4 28 30 58
03:45 1 4 3 11 4 15 37 125 28 111 65 236
04:00 2 4 6 33 32 65
04:15 4 3 7 33 27 60
04:30 1 15 16 32 23 55
04:45 2 9 13 35 15 44 32 130 26 108 58 238
05:00 2 5 7 23 35 58
05:15 2 7 9 51 35 86
05:30 6 20 26 35 34 69
05:45 10 20 19 51 29 71 33 142 34 138 67 280
06:00 2 16 18 30 41 71
06:15 7 23 30 38 32 70
06:30 6 21 27 28 27 55
06:45 5 20 17 77 22 97 38 134 26 126 64 260
07:00 12 23 35 32 33 65
07:15 16 26 42 30 18 48
07:30 52 44 96 23 12 35
07:45 75 155 43 136 118 291 26 111 14 77 40 188
08:00 59 55 114 23 22 45
08:15 86 55 141 16 18 34
08:30 43 47 90 13 9 22
08:45 24 212 28 185 52 397 24 76 23 72 47 148
09:00 14 27 41 15 13 28
09:15 24 20 44 19 11 30
09:30 17 26 43 13 12 25
09:45 16 71 20 93 36 164 6 53 14 50 20 103
10:00 12 23 35 6 8 14
10:15 12 18 30 8 5 13
10:30 11 21 32 7 8 15
10:45 24 59 28 90 52 149 6 27 3 24 9 51
11:00 28 24 52 5 5 10
11:15 15 19 34 5 6 11
11:30 25 23 48 5 2 7
11:45 18 86 25 91 43 177 7 22 2 15 9 37
TOTALS 660 789 1449 1213 1051 2264
SPLIT % 45.5% 54.5% 39.0% 53.6% 46.4% 61.0%

NB SB EB WB
1,873 1,840 0 0
AM Peak Hour 07:30 07:45 07:30 14:00 17:15 14:00
AM Pk Volume 272 200 469 182 144 319
Pk Hr Factor 0.791 0.909 0.832 0.892 0.878 0.867
7 - 9 Volume 367 321 0 0 688 272 246 0 0 518
7 - 9 Peak Hour 07:30 07:45 07:30 17:00 17:00 17:00
7 - 9 Pk Volume 272 200 0 0 469 142 138 0 0 280
Pk Hr Factor 0.791 0.909 0.000 0.000 0.832 0.696 0.986 0.000 0.000 0.814 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
3,713

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Bryte Ave Bet. Riverbank Rd & Sacramento Ave
21:30
21:45
22:00
Total
3,713
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/2/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 168
Day: City: West Sacramento
Date: Project #: CA22_070043_004

NB SB EB WB
0 0 5,364 4,736
AM Period NB SB EB WB NB SB EB WB
00:00 15 3 18 97 72 169
00:15 15 8 23 78 66 144
00:30 12 6 18 85 67 152
00:45 14 56 6 23 20 79 85 345 69 274 154 619
01:00 9 6 15 83 81 164
01:15 9 5 14 105 87 192
01:30 12 5 17 95 72 167
01:45 7 37 5 21 12 58 82 365 62 302 144 667
02:00 8 4 12 79 89 168
02:15 7 3 10 89 86 175
02:30 7 4 11 99 96 195
02:45 6 28 4 15 10 43 93 360 101 372 194 732
03:00 7 2 9 111 80 191
03:15 4 1 5 117 82 199
03:30 5 2 7 127 88 215
03:45 7 23 11 16 18 39 115 470 100 350 215 820
04:00 4 3 7 102 103 205
04:15 9 5 14 106 95 201
04:30 11 12 23 129 90 219
04:45 11 35 15 35 26 70 113 450 114 402 227 852
05:00 7 11 18 135 84 219
05:15 10 18 28 130 107 237
05:30 12 26 38 139 87 226
05:45 27 56 36 91 63 147 112 516 79 357 191 873
06:00 30 25 55 99 85 184
06:15 28 46 74 78 64 142
06:30 36 46 82 87 80 167
06:45 42 136 47 164 89 300 62 326 61 290 123 616
07:00 44 46 90 77 52 129
07:15 65 71 136 55 60 115
07:30 62 93 155 63 50 113
07:45 77 248 88 298 165 546 49 244 44 206 93 450
08:00 68 89 157 56 63 119
08:15 60 66 126 45 41 86
08:30 49 81 130 60 31 91
08:45 59 236 82 318 141 554 74 235 35 170 109 405
09:00 53 55 108 69 37 106
09:15 59 59 118 59 32 91
09:30 61 59 120 46 41 87
09:45 57 230 63 236 120 466 43 217 35 145 78 362
10:00 67 56 123 44 21 65
10:15 47 69 116 39 18 57
10:30 63 51 114 37 19 56
10:45 62 239 58 234 120 473 44 164 16 74 60 238
11:00 59 49 108 38 20 58
11:15 51 74 125 25 21 46
11:30 69 81 150 22 13 35
11:45 66 245 69 273 135 518 18 103 16 70 34 173
TOTALS 1569 1724 3293 3795 3012 6807
SPLIT % 47.6% 52.4% 32.6% 55.8% 44.2% 67.4%

NB SB EB WB
0 0 5,364 4,736
AM Peak Hour 11:45 07:15 07:15 16:45 16:00 16:45
AM Pk Volume 326 341 613 517 402 909
Pk Hr Factor 0.840 0.917 0.929 0.930 0.882 0.959
7 - 9 Volume 0 0 484 616 1100 0 0 966 759 1725
7 - 9 Peak Hour 07:15 07:15 07:15 16:45 16:00 16:45
7 - 9 Pk Volume 0 0 272 341 613 0 0 517 402 909
Pk Hr Factor 0.000 0.000 0.883 0.917 0.929 0.000 0.000 0.930 0.882 0.959 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
10,100

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
C st Bet. 5th St & East City Limit
21:30
21:45
22:00
Total
10,100
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/8/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 169
Day: City: West Sacramento
Date: Project #: CA22_070043_005

NB SB EB WB
0 0 2,129 2,125
AM Period NB SB EB WB NB SB EB WB
00:00 23 7 30 40 33 73
00:15 4 6 10 30 41 71
00:30 20 5 25 25 26 51
00:45 14 61 16 34 30 95 34 129 35 135 69 264
01:00 10 8 18 27 35 62
01:15 5 16 21 37 31 68
01:30 12 8 20 52 19 71
01:45 12 39 6 38 18 77 36 152 44 129 80 281
02:00 13 8 21 47 40 87
02:15 11 8 19 41 33 74
02:30 11 15 26 40 15 55
02:45 6 41 15 46 21 87 26 154 29 117 55 271
03:00 14 7 21 46 17 63
03:15 13 8 21 23 28 51
03:30 12 12 24 38 29 67
03:45 13 52 16 43 29 95 36 143 18 92 54 235
04:00 16 16 32 38 18 56
04:15 21 16 37 27 25 52
04:30 7 25 32 26 23 49
04:45 11 55 49 106 60 161 28 119 26 92 54 211
05:00 13 27 40 30 6 36
05:15 15 41 56 30 19 49
05:30 7 45 52 30 12 42
05:45 20 55 46 159 66 214 22 112 13 50 35 162
06:00 45 26 71 19 23 42
06:15 15 37 52 18 17 35
06:30 8 42 50 14 14 28
06:45 30 98 51 156 81 254 19 70 17 71 36 141
07:00 22 47 69 15 3 18
07:15 40 44 84 20 14 34
07:30 31 32 63 20 2 22
07:45 37 130 41 164 78 294 14 69 16 35 30 104
08:00 25 34 59 14 10 24
08:15 32 32 64 6 4 10
08:30 22 28 50 12 11 23
08:45 29 108 28 122 57 230 8 40 10 35 18 75
09:00 14 28 42 5 10 15
09:15 29 12 41 16 21 37
09:30 24 37 61 15 14 29
09:45 31 98 43 120 74 218 8 44 14 59 22 103
10:00 28 31 59 27 12 39
10:15 37 28 65 17 6 23
10:30 29 28 57 16 5 21
10:45 26 120 33 120 59 240 8 68 14 37 22 105
11:00 26 29 55 29 8 37
11:15 29 36 65 18 7 25
11:30 26 27 53 11 18 29
11:45 21 102 32 124 53 226 12 70 8 41 20 111
TOTALS 959 1232 2191 1170 893 2063
SPLIT % 43.8% 56.2% 51.5% 56.7% 43.3% 48.5%

NB SB EB WB
0 0 2,129 2,125
AM Peak Hour 07:15 06:30 06:45 13:30 12:15 13:30
AM Pk Volume 133 184 297 176 137 312
Pk Hr Factor 0.831 0.902 0.884 0.846 0.835 0.897
7 - 9 Volume 0 0 238 286 524 0 0 231 142 373
7 - 9 Peak Hour 07:15 07:00 07:00 16:00 16:00 16:00
7 - 9 Pk Volume 0 0 133 164 294 0 0 119 92 211
Pk Hr Factor 0.000 0.000 0.831 0.872 0.875 0.000 0.000 0.783 0.885 0.942 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
4,254

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Carlin Dr Bet. Oates Dr & Ramco St
21:30
21:45
22:00
Total
4,254
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/10/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 170
Day: City: West Sacramento
Date: Project #: 22_070043_006

NB SB EB WB
0 0 787 912
AM Period NB SB EB WB NB SB EB WB
00:00 2 0 2 2 10 12
00:15 2 2 4 14 10 24
00:30 1 2 3 15 11 26
00:45 3 8 0 4 3 12 16 47 7 38 23 85
01:00 2 0 2 34 15 49
01:15 1 3 4 23 78 101
01:30 1 3 4 10 16 26
01:45 0 4 0 6 0 10 8 75 4 113 12 188
02:00 0 2 2 16 18 34
02:15 1 1 2 14 12 26
02:30 0 2 2 5 13 18
02:45 0 1 0 5 0 6 8 43 11 54 19 97
03:00 1 0 1 10 19 29
03:15 0 0 0 7 14 21
03:30 0 1 1 19 17 36
03:45 1 2 2 3 3 5 14 50 12 62 26 112
04:00 0 1 1 23 13 36
04:15 0 1 1 19 12 31
04:30 0 1 1 24 21 45
04:45 0 2 5 2 5 12 78 16 62 28 140
05:00 0 0 0 14 15 29
05:15 0 2 2 12 25 37
05:30 1 0 1 31 27 58
05:45 1 2 2 4 3 6 22 79 49 116 71 195
06:00 1 1 2 23 32 55
06:15 2 5 7 9 14 23
06:30 2 2 4 8 10 18
06:45 7 12 4 12 11 24 9 49 8 64 17 113
07:00 8 6 14 6 8 14
07:15 8 7 15 9 8 17
07:30 33 25 58 7 20 27
07:45 69 118 41 79 110 197 10 32 6 42 16 74
08:00 31 50 81 16 15 31
08:15 9 26 35 6 10 16
08:30 8 9 17 1 3 4
08:45 8 56 6 91 14 147 3 26 2 30 5 56
09:00 5 3 8 4 7 11
09:15 2 9 11 3 2 5
09:30 6 7 13 6 4 10
09:45 4 17 10 29 14 46 1 14 6 19 7 33
10:00 3 7 10 3 2 5
10:15 5 5 10 4 1 5
10:30 8 4 12 1 1 2
10:45 10 26 5 21 15 47 0 8 3 7 3 15
11:00 13 6 19 2 2 4
11:15 14 19 33 0 2 2
11:30 6 11 17 1 0 1
11:45 4 37 4 40 8 77 0 3 2 6 2 9
TOTALS 283 299 582 504 613 1117
SPLIT % 48.6% 51.4% 34.3% 45.1% 54.9% 65.7%

NB SB EB WB
0 0 787 912
AM Peak Hour 07:30 07:30 07:30 12:30 17:15 17:15
AM Pk Volume 142 142 284 88 133 221
Pk Hr Factor 0.514 0.710 0.645 0.647 0.679 0.778
7 - 9 Volume 0 0 174 170 344 0 0 157 178 335
7 - 9 Peak Hour 07:30 07:30 07:30 17:00 17:00 17:00
7 - 9 Pk Volume 0 0 142 142 284 0 0 79 116 195
Pk Hr Factor 0.000 0.000 0.514 0.710 0.645 0.000 0.000 0.637 0.592 0.687 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
1,699

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Carrie St Bet. Bryte Ave & Kegle Dr
21:30
21:45
22:00
Total
1,699
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Wednesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
3/2/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by National Data & Surveying Services
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 171
Day: City: West Sacramento
Date: Project #: CA22_070043_007

NB SB EB WB
449 1,695 0 0
AM Period NB SB EB WB NB SB EB WB
0:00 2 5 7 5 33 38
0:15 0 2 2 4 22 26
0:30 1 0 1 10 21 31
0:45 1 4 3 10 4 14 3 22 34 110 37 132
1:00 0 3 3 7 35 42
1:15 4 5 9 10 37 47
1:30 2 2 4 4 23 27
1:45 4 10 3 13 7 23 14 35 36 131 50 166
2:00 1 4 5 8 23 31
2:15 5 6 11 11 25 36
2:30 3 4 7 2 32 34
2:45 0 9 6 20 6 29 7 28 43 123 50 151
3:00 1 2 3 4 41 45
3:15 0 1 1 5 35 40
3:30 1 8 9 2 33 35
3:45 4 6 4 15 8 21 5 16 30 139 35 155
4:00 1 2 3 6 49 55
4:15 4 5 9 17 20 37
4:30 1 8 9 8 29 37
4:45 5 11 9 24 14 35 4 35 38 136 42 171
5:00 5 8 13 14 38 52
5:15 4 13 17 3 25 28
5:30 2 10 12 4 29 33
5:45 12 23 16 47 28 70 8 29 27 119 35 148
6:00 2 16 18 1 14 15
6:15 8 15 23 3 20 23
6:30 8 14 22 1 16 17
6:45 8 26 22 67 30 93 3 8 17 67 20 75
7:00 8 27 35 3 21 24
7:15 6 20 26 1 8 9
7:30 19 23 42 4 17 21
7:45 9 42 32 102 41 144 2 10 10 56 12 66
8:00 6 28 34 1 10 11
8:15 6 21 27 2 5 7
8:30 6 21 27 3 19 22
8:45 7 25 25 95 32 120 6 12 22 56 28 68
9:00 5 14 19 2 12 14
9:15 6 23 29 1 3 4
9:30 5 24 29 2 9 11
9:45 10 26 14 75 24 101 0 5 5 29 5 34
10:00 4 17 21 9 11 20
10:15 5 18 23 1 8 9
10:30 4 26 30 4 13 17
10:45 6 19 29 90 35 109 0 14 7 39 7 53
11:00 5 27 32 2 4 6
11:15 8 30 38 2 5 7
11:30 9 22 31 1 5 6
11:45 5 27 30 109 35 136 2 7 9 23 11 30
TOTALS 228 667 895 221 1028 1249
SPLIT % 25.5% 74.5% 41.7% 17.7% 82.3% 58.3%

NB SB EB WB
449 1,695 0 0
AM Peak Hour 7:00 11:15 7:00 16:15 14:45 16:00
AM Pk Volume 42 115 144 43 152 171
Pk Hr Factor 0.553 0.871 0.857 0.632 0.884 0.777
7 - 9 Volume 67 197 0 0 264 64 255 0 0 319
7 - 9 Peak Hour 7:00 7:30 7:00 16:15 16:00 16:00
7 - 9 Pk Volume 42 104 0 0 144 43 136 0 0 171
Pk Hr Factor 0.553 0.813 0.000 0.000 0.857 0.632 0.694 0.000 0.000 0.777 4 - 6 Peak Hour
4 - 6 Pk
Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
2,144

DAILY TOTALS
21:00
21:15
20:30

DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Cebrian St Bet. Del Monte St & Stone Blvd
21:30
21:45
22:00
Total
2,144
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/7/2022
14:45
15:00

DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
DocuSign Envelope ID: DFB6F219-3215-4E9B-B199-8AD633E3B1BC 172
Day: City: West Sacramento
Date: Project #: CA22_070043_008

NB SB EB WB
0 0 810 908
AM Period NB SB EB WB NB SB EB WB
0:00 2 0 2 18 9 27
0:15 0 0 0 10 27 37
0:30 0 0 0 12 12 24
0:45 2 4 0 2 4 37 77 13 61 50 138
1:00 3 1 4 16 25 41
1:15 1 0 1 16 14 30
1:30 0 0 0 18 15 33
1:45 1 5 1 2 2 7 14 64 9 63 23 127
2:00 0 0 0 21 22 43
2:15 1 0 1 18 20 38
2:30 1 0 1 13 38 51
2:45 0 2 1 1 1 3 8 60 25 105 33 165
3:00 1 0 1 7 26 33
3:15 0 1 1 13 16 29
3:30 1 0 1 9 23 32
3:45 4 6 5 6 9 12 3 32 17 82 20 114
4:00 6 5 11 7 37 44
4:15 6 7 13 8 21 29
4:30 4 2 6 9 20 29
4:45 12 28 5 19 17 47 8 32 14 92 22 124
5:00 3 9 12 5 43 48
5:15 11 6 17 4 22 26
5:30 15 7 22 5 5 10
5:45 37 66 9 31 46 97 11 25 7 77 18 102
6:00 13 10 23 2 7 9
6:15 17 9 26 7 4 11
6:30 13 3 16 3 4 7
6:45 27 70 6 28 33 98 4 16 5 20 9 36
7:00 15 6 21 2 4 6
7:15 32 20 52 1 2 3
7:30 27 17 44 4 5 9
7:45 23 97 9 52 32 149 4 11 2 13 6 24
8:00 18 15 33 0 2 2
8:15 13 11 24 1 0 1
8:30 8 15 23 0 1 1
8:45 4 43 5 46 9 89 5 6 0 3 5 9
9:00 7 8 15 3 3 6
9:15 14 15 29 0 2 2
9:30 9 10 19 0 0 0
9:45 10 40 10 43 20 83 3 6 0 5 3 11
10:00 21 24 45 2 3 5
10:15 15 10 25 0 1 1
10:30 21 10 31 4 23 27
10:45 9 66 23 67 32 133 0 6 8 35 8 41
11:00 7 11 18 1 1 2
11:15 14 13 27 2 0 2
11:30 14 7 21 2 0 2
11:45 5 40 23 54 28 94 3 8 2 3 5 11
TOTALS 467 349 816 343 559 902
SPLIT % 57.2% 42.8% 47.5% 38.0% 62.0% 52.5%

NB SB EB WB
0 0 810 908
AM Peak Hour 6:45 11:45 7:15 12:45 14:15 14:00
AM Pk Volume 101 71 161 87 109 165
Pk Hr Factor 0.789 0.657 0.774 0.588 0.717 0.809
7 - 9 Volume 0 0 140 98 238 0 0 57 169 226
7 - 9 Peak Hour 7:15 7:15 7:15 16:00 16:30 16:15
7 - 9 Pk
Volume 0 0 100 61 161 0 0 32 99 128
Pk Hr Factor 0.000 0.000 0.781 0.763 0.774 0.000 0.000 0.889 0.576 0.667 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/7/2022
14:45
15:00

DAILY TOTALS
PM Period
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Channel Dr Bet. Seaport Blvd & Channel Dr (West End)
21:30
21:45
22:00
Total
1,718
19:30
19:45
20:00
20:15